Early Access

Early access means that before the official publication, an accepted article is published online in advance, which is the preparatory version for official publication. Early access articles have been strictly reviewed, and then accepted by the journal. The contents of these articles are protected by the Copyright Law. Early access articles are not typeset and edited, and there may be some differences in text and layout from the officially published version, but the main content of the early access and officially published versions is identical.

When readers study or quote early access articles, the officially published version shall be quoted.

Display Method:
Study on the Coupling Relationship between Roof and Floor of Deep Coal Seams and Gas-Bearing Properties in the Linxing Area, Eastern Margin of the Ordos Basin
, Available online  , doi: 10.12090/j.issn.1006-6616.2024124
Abstract (8) PDF (2567KB)(3)
Abstract:
The Ordos Basin's eastern edge has significant potential for the exploration and development of deep coalbed methane, with the Linxing area being a key exploration and development zone. During the generation and migration of coalbed methane, it is preserved and enriched due to the sealing effect of the roof and floor strata. Therefore, the roof and floor strata play a crucial role in the enrichment of deep coalbed methane. However, systematic research on the impact of deep coalbed roof and floor strata on gas content has not yet been conducted, and the coupling relationship between the two is unclear. By integrating data from well logging and drilling, a study has been conducted on the characteristics of the roof and floor strata of the 8+9 coal seams and their coupling relationship with gas content. The research found that the roof and floor strata of deep coal seams are mainly composed of three types of rock formations, forming seven different combinations of roof and floor rock types, with significant variations in thickness; the physical properties of deep coal seams with different roof and floor strata generally exhibit extremely low porosity and extremely low permeability, while the top structural conditions are relatively consistent. Further analysis indicates that the characteristics of the roof and floor strata are related to gas content, with roof shale-bottom mudstone, roof mudstone-bottom shale, and roof mudstone-bottom mudstone types showing characteristics of high gas content; roof mudstone-bottom sandstone and roof sandstone-bottom shale types showing characteristics of relatively high gas content; and roof sandstone-bottom mudstone and roof sandstone-bottom sandstone types showing characteristics of low gas content. Within the same rock combination, the greater the thickness of the roof and floor strata, the higher the gas content of the coal seam, and there is a positive correlation between the thickness of the roof and floor strata and gas content. Based on this, three types of coupling relationships between the roof and floor strata and gas content were established in the study area: Type Ⅰ (good coupling relationship), Type Ⅱ (relatively good coupling relationship), and Type Ⅲ (poor coupling relationship). Using these three types of coupling patterns, enrichment zones were delineated, with high enrichment zones mainly distributed in the western and southern parts of the study area; areas with relatively high gas content mainly distributed in the southern and northern parts of the study area; and low enrichment zones mainly distributed in the northern part of the study area, with a few in the central and southern parts. The research results clarify the controlling effect of the roof and floor strata of deep coal seams on gas content, which has important guiding significance for the evaluation, selection, and development of favorable areas for deep coalbed methane, and further enriches the theory of deep coalbed methane enrichment.
Analysis of ore-controlling structure of Shimensi tungsten deposit in Dahutang orefield, Northwest Jiangxi
, Available online  , doi: 10.12090/j.issn.1006-6616.2024106
Abstract (10) PDF (9341KB)(2)
Abstract:
Dahutang tungsten ore field, located in the Jiuling nearly EW-trending uplift belt in the northwest of Jiangxi Province, is a world-class super large tungsten polymetallic hydrothermal deposit concentrated area recently found. It consists of four large tungsten deposits, namely Shimengsi, Dawutang, Shiweidong, Kunshan, and many other medium-sized and small tungsten deposits such as Dalingshang, Daheli deposit etc. The Shimengsi large tungsten deposit beds in northern of the ore field, and the ore bodies are developed in Neoproterozoic granodiorite and Yanshanian granite. The mineralization types are quartz-vein type, veinlet disseminated type and hydrothermal cryptoexplosive breccia type, and the three mineralization types occur regularly around the ore-forming granite mass. The orebody in Shimensi tungsten deposit is obviously controlled by structure. The research results show that the ore-bearing structure is a multi-direction small fault structure with the main EW-trending, followed by NEE- and NWW-trending, and all ore-bearing structures present as a nearly elliptical distribution with the long axis of EW-trending. The occurrence of the ore-bearing structures changes from these with opposite dipping at medium dip angle to these with single dipping outside at medium dip angle, and to these with high dip angle from the outside to the inside of the ore-forming granite, then there appears hydrothermal blasting breccia in the center of the deposit. Among them, the ore-bearing fracture of opposite dipping at medium dip angle, as an X-type conjugate shear fracture in the profile, would be formed in the magmatic emplacement period a litter before mineralization in the tectonic stress field with a vertical maximum principal stress and a horizontal intermediate principal stress. The ore-bearing fracture of single dipping outside at medium or high dip angle, as an un-conjugate shear fracture and tension-shear fracture on the profile, would be formed in the metallogenic period of hydrothermal concealed explosion in the tectonic stress field with a vertical maximum principal stress and a horizontal intermediate principal stress. The hydrothermal cryptoexplosion center formed in the tectonic stress field with a vertical maximum principal stress and similar value intermediate and minimum principal stresses. The ore-controlling structure of Shimensi tungsten deposit is the emplacement structure of ore-forming magmatic rock with nearly EW(NWW)-trending distribution of its long axis and the hydraulic cracking structure of ore-forming fluid after magmatic period. The emplacement structure of ore-forming magmatic rock, being formed a little earlier and distributed in a larger area, mainly developed in the overlying surrounding rock (Neoproterozoic granodiorite) on the top of the ore-forming granite rock mass. The hydraulic fracture structure of the post-magmatic ore-forming fluid, with a narrow distribution range, was formed in the metallogenic period and developed in the upper and overlying surrounding rocks of the ore-forming granite rock mass. The latent explosion and hydraulic fracturing of ore-forming fluid reduce the pressure of ore-forming fluid instantaneously, leading to the precipitation of ore-forming materials and the crystallization of useful minerals, forming tungsten deposits. The emplacement structure of granite rock mass and the hydraulic fracture structure of ore-forming fluid are the occurrence space of tungsten ore body, which control the development of tungsten ore body. The near EW(NWW)-trending structure of the mining area belongs to concealed structure (basement structure), which is a petro-controlling structure. The long axis of controlling ore-forming granite rock mass extends in the near EW-trending and plays an indirect ore-controlling role. The NWW-trending faults like F20 are neither ore-conducting structure, nor the ore-controlling structure. They are ore-breaking structure after mineralization, with left-slipping movements (accompanying normal activity). NNE-trending concealed structure in the ore-field would control the distribution of ore-forming magmatic rock belts and would be a high grade petro-controlling structure. So, the further prospecting is firstly to search for the concealed orebody in the deep of the plunging part at the east and west ends of the near EW(NWW)-trending ore-forming granite rock body. The other is to search for another granite and fluid metallogenic system in the area where the concealed ore-forming granite rock mass develops
Study on the formation mechanism of altered ophiolitic landslide in the upper reaches of Jinsha River—A case study of the Duirongtong landslide
, Available online  , doi: 10.12090/j.issn.1006-6616.2024084
Abstract (13) PDF (3134KB)(4)
Abstract:
The tectonic suture zone of the Tibet Plateau has complex rock mass structure and special lithology combination, which is a prone zone of large landslides. However, there are many influencing factors involved in the formation and evolution of altered ophiolitic landslides, and its reproductive mechanism is not clear at present, which restricts the effective identification and risk prevention of disaster hazards. Taking the Duirongtong (DRT) landslide in Jinsha River tectonic suture zone as an example, based on field investigation, UAV mapping, chronology test and ring shear test, the development characteristics and formation mechanism of altered ophiolitic landslide are analyzed, and the stability of landslide accumulation body is simulated. The results show that: (1) The DRT landslide is a giant landslide formed in the late Pleistocene. The slope is mainly composed of basic-ultrabasic rocks, and several clay-altered ophiolitic bands are developed in the slope, forming a geo-structure prone to sliding. (2) The clay altered ophiolite has low shear strength under natural conditions, and its strength drops sharply when exposed to water. The natural values of c and φ are 67.0 kPa and 20.3°, the saturated values of c and φ are 39.8 kPa and 13.83°. The DRT landslide is currently stable on the whole, but local instability of the landslide front may occur under the condition of heavy rainfall. Based on the numerical simulation results of landslide stability, disaster risk prevention countermeasures are proposed.
The genesis and age of karst cave in Xinglong National Geopark, Hebei Province
, Available online  , doi: 10.12090/j.issn.1006-6616.2024136
Abstract (29) PDF (1579KB)(4)
Abstract:
As an important part of the Earth's Critical Zone, karst caves offer both scenic and scientific value. Little attention was given to the tectonic factors closely related to cave formation, and quantitative studies on the cave age are largely absent. This study focuses on the formation and age of the Xinglong Karst Cave in Taojiatai area of Hebei Province, based on detailed investigations of morphology, strata attitude, and tectonic characteristics of the cave, combining with mineral X-ray diffraction and geochemical element analysis. Results show that two faults are developed in the Middle Proterozoic dolomitic limestone with flint nodules, forming a fault-driven differential dissolution-type cave that extends downward along the fault. The geochemical characteristics of red clay deposits in the cave are similar to that of weathering crust outside the cave, and red stalactites are enriched with iron from surface water leaching, indicating that the red clay in the cave originates from outside. Therefore, the cave formation period should postdate the red clay deposits. Through regional comparisons, the surface residual red clay is the product of the Tangxian planation period (3.1~3.7 Ma), suggesting the cave formation age is later than 3.7 Ma. This study provides the first recognition that the Xinglong Cave is controlled by faults and effectively constrains its formation period, offering valuable references for research on the formation and age of karst landscapes in other regions.
Improving the inversionaccuracy of shallow shear wave velocity structure based on microtremormethod: a case study ofHaikou Jiangdong New District
, Available online  , doi: 10.12090/j.issn.1006-6616.2024055
Abstract (21) PDF (1479KB)(4)
Abstract:
The Microtremor survey method is not limited by the spatiotemporal distribution of seismic sources and has become an effective method for observing the structure of shallow shear wave velocity. A comparative experiment between microtremor, drilling, and shear wave logging was conducted in Jiangdong New district. The experiment showed that the microtremor inversion results were consistent with the logging curve shape, and the shear wave velocity of the corresponding depth formation was basically consistent. This can provide a basis for engineering site evaluation and achieve good application results. However, it was found that the microtremor inversion layering results and drilling layering are not completely one-to-one correspondences. In terms of wave velocity, the former missed the interface with a small difference in wave velocity, while the latter did not distinguish an interface with a large difference in wave velocity; In order to study the influence of large and small differences in wave velocity on the inversion results, various models were designed. The results showed that the decrease in accuracy of shear wave velocity inversion was related to the addition of interfaces with small differences in wave velocity in the model. On the contrary, adding interfaces with large differences in wave velocity helps to improve the inversion accuracy. Based on this understanding, adjusting the drilling layering model can obtain good inversion results.
Li Siguang's pioneering contribution to Geomechanics - the 135th anniversary of Li Siguang's birth
, Available online  , doi: 10.12090/j.issn.1006-6616.2024085
Abstract (45) PDF (458KB)(2)
Abstract:
The Chinese academic community is well known for Li Siguang's creation of Geomechanics, but the academic community's understanding of the "geomechanics" is still different, and some scholars have doubts about Li Siguang's creation of geomechanics. As a result, the understanding of Li Siguang's academic contributions is biased, and there is also an obvious dispute that Geomechanics(Chinese term)and Geomechanics belong to the same term, which will more or less affect the use of geomechanics terms and the development of the discipline. On the basis of long-term practice in Geomechanics research, the author, through systematic study and analysis of Li Siguang's geomechanics works (especially Li Siguang's 1945 edition of the book "Fundamentals and Methods of Geomechanics"), combined with in-depth research and analysis, confirms that Li Siguang not only founded geomechanics, And there were a series of groundbreaking contributions to geomechanics. On this basis, a brief review is made of the geomechanics established by Li Siguang, and the development history and prospect of geomechanics are briefly reviewed and prospected. The author hopes that the understanding of "Geomechanics" in the Chinese academic circle will return to the original (a discipline combining geology and mechanics, Geomechanics), and would like to commemorate the 135th anniversary of Mr. Li Siguang's birth with this article!
Crustal stability in Nanpu sag: Insights from the temporal and spatial characteristics of historical earthquakes
, Available online  , doi: 10.12090/j.issn.1006-6616.2024036
Abstract (40) PDF (3046KB)(4)
Abstract:
The evaluation of regional crustal stability plays a crucial role in the planning and construction of major projects. Given that the Nanpu sag is the site for China's first offshore gas storage facility, its crustal stability naturally becomes a focal point of concern. Based on historical seismic data for the region, this study summarizes the spatiotemporal distribution of seismic activities in the Nanpu sag and its surrounding areas. It analyzes the rupture modes of the Tangshan–Hejian–Cixian fault zone and the Zhangjiakou–Penglai fault zone, and explores the crustal stability of the Nanpu sag. The results indicate that the Nanpu sag is a relatively stable "safe island" near active tectonic zones. Regionally, stress accumulated around the periphery of the Nanpu sag is mainly released through the activity of faults such as the Luanxian–Laoting and Baodi–Ninghe faults, with limited impact from seismic activities on the periphery affecting the interior of the Nanpu sag. Internally, a large-scale extensional deformation system has developed within the Nanpu sag. Given the current tectonic stress background, only a small magnitude of stress accumulation is required to trigger unstable sliding of pre-existing normal faults within the Nanpu sag. This suggests that stress cannot accumulate over long time scales, thus the interior of the Nanpu sag lacks conditions for major earthquakes to occur.
Geological Environment and Main Geological Safety Challenges in the Northern Segment of Southeast Tibet Transmission Corridor
, Available online  , doi: 10.12090/j.issn.1006-6616.2024034
Abstract (61) PDF (3249KB)(5)
Abstract:
[Objective] The Southeast Tibet boasts a wealth of hydroelectric resources, attributed to its distinctive topography, geomorphology, and climatic conditions. This study aims to safeguard the geological route selection, construction, and operation of the northern segment of the Southeast Tibet power transmission corridor. [Methods] It conducts a comprehensive review of literature from both domestic and international sources, elaborating extensively on the regional geological conditions and significant geological safety challenges encountered along the corridor. Furthermore, it presents sound recommendations for the further disaster identification and monitoring of the Southeast Tibet transmission corridor. [Results and Conclusion] The results indicate that: (1) The transmission corridor in Southeast Tibet exhibits pronounced structural activity, well-developed active faults, frequent strong seismic events, notable variations in topography and geomorphology, and distinctive regional geological conditions characterized by rock and soil structural degradation, all of which have the potential to instigate geological safety challenges. (2) The primary geological safety challenges on the northern section of the Southeast Tibet power transmission corridor encompass landslides, collapses, debris flows, snow (ice) avalanches, glacial lake outburst floods, and frost heave settlement. (3) The development of geological safety issues along the route is controlled by extremely steep topography and complex geomorphological conditions, warming and snowmelt climate change, intense fault activity and frequent earthquakes, as well as the coupling of internal and external dynamics that induce high-altitude and long-distance disaster chains. (4) By deeply integrating the advantages of soft measures including InSAR technology, optical remote sensing, UAV photogrammetry, airborne LiDAR technology, and online field monitoring can effectively overcome issues of misinterpretation, oversight, and imprecision in hazard assessment for the Southeast Tibet power transmission corridor. [Significance] The research results will establish a theoretical foundation for the geological safety risk prevention and control work in the planning and implementation of hydroelectric projects in Southeast Tibet, holding substantial practical value for the sustainable development of the region.
Characteristics of in-situ stresses and engineering stability analysis on the south section of the cross-Bohai Strait passage project
, Available online  , doi: 10.12090/j.issn.1006-6616.2023169
Abstract (46) PDF (1274KB)(3)
Abstract:
The cross-Bohai Strait passage project is an important maritime traffic project which joins Northeast regions and Shandong Peninsula. The state of geostress provides an important reference for engineering design and construction decision-making. In order to better understand the present geostress characteristics and the distribution characteristics of the tectonic stress field in the southern section of the project, hydraulic fracturing tests for stress measurements were conducted at BGZ borehole in the range of 0~300 m depth at Beigou town, southwest Penglai district, Yantai city.By analyzing the measurement data, the result indicates that the in-situ stress field is controlled by horizontal tectonic stress in the study area,and the ground stress values are in the middle level as compared with that obtained elsewhere in Northeast -North China stress region; SH(the maximum horizontal principal stress)、Sh(the minimum horizontal principal stress)and Sv(the vertical principal stress)change linearly with the depth of BGZ borehole; in the range of measurement depth, the shallow surface stress type of the crust is mainly reverse fracture type,that is the relationship of the three principal stresses is SHShSv;The measured SH average azimuth angle in the borehole is N75.3°E, which is in good agreement with the direction of the tectonic stress field of North China stress zone that the study area belongs to, and is basically consistent with the direction of the regional tectonic stress field revealed by the focal source mechanism solution and GPS measurement. The Coulomb friction sliding criterion and the measurement data are applied to preliminarily evaluate the current accumulation level of geostress in the study area and its impact on engineering stability, it is believed that the overall level of stress accumulation in the region is relatively low, and the crust in the engineering area is currently relatively stable. In addition, based on the comprehensive discrimination criterion of surrounding rock burst σθmax / Rc, the possibility of rock burst of the surrounding rocks in the underground tunnel project of the cross-Bohai Strait passage is discussed. It is primarily concluded that there is currently no possibility of rock burst in the underground tunnel of the cross-Bohai Strait passage project, and the surrounding rock of the tunnel is in stablity. The findings in this paper can provide scientific basis for the optimization of the design, construction schemes and other schemes of the Bohai strait cross-sea channel project, at the same time, he study can also provide some basic data for research on active fault, seismogeology and regional dynamics in the survey area, etc.
Mineral geochemistry of pyrite in the structural-altered rocks type gold deposit and application in gold ore prediction: A case study of the Jiuzhanggou gold deposit in western Henan
, Available online  , doi: 10.12090/j.issn.1006-6616.2023140
Abstract (70) PDF (1924KB)(10)
Abstract:
Pyrite is an important sulfide in structural-altered rock type gold deposits. The mineral geochemistry of pyrite has important indicative significance in revealing the genesis and mineralization evolution of the gold deposit, but research on its application in mineral prediction is weak. This paper takes the Jiuzhangou gold deposit, a typical structural-altered rock type gold deposit in western Henan Province, as an example to reveal the spatial variation patterns of pyrite elements in the altered rock, and provide a basis for deep mineralization prediction. Four structural altered zones ranging from 260 meters to -20 meters of the Jiuzhanggou deposit were iditified by geological investigate, and samples of structural altered rocks with a vertical depth of 280 meters was collected from different levels. Mineralographic observation of altered rocks, as well as electron probe and laser ablation plasma mass spectrometry analysis for pyrite were carried out. Pyrite of structural altered rocks are formed in the mineralization period by the Mineralographic study. The Au/As, Co/Ni of pyrite have important indications for different structural altered zones. The trace element content of pyrite shows regular changes, which can identify two hydrothermal mineralization activities. The No.1 to No.3 structural altered zones is one hydrothermal mineralization activity, while the No.4 structural altered zone of the deep may be another hydrothermal mineralization activity. Based on the vertical extension of the No.1 to No.3 structural altered zones, it is speculated that the No.4 structural altered zone can reach -60 meters. Therefore, at least one level (40 metre) can be explored in the deep. Considering that the upper part of orebody has already been mined, the deep part has good prospecting prospects.
Water inrush mechanism and minimum safe thickness of rock wall of tunnel crossing fault fracture zon
, Available online  , doi: 10.12090/j.issn.1006-6616.2024065
Abstract (60) PDF (1065KB)(2)
Abstract:
[Objective] With the relocation of major national strategic plans to western China, railway construction has gradually focused on the complex and dangerous mountain regions of Yunnan, Sichuan and Xizang province, and the proportion of tunnels along the railway is very high. When the tunnel passes through a water-rich fault fracture zone, the rock mass in front of the palm face is prone to hydraulic fracturing and damage under high osmotic pressure, leading to disasters such as rock collapse and water inrush. [Methods] The wing crack model is introduced to fully consider the initiation and propagation of secondary wing cracks in water-saturated fractures, as well as the impact of excavation disturbances. The effective tensile stress and rock bridge size between intermittent fractures in the rock are revised. The tensile-shear failure mechanism of the water-isolating rock mass in front of the tunnel face is analyzed, and the critical water pressure for hydraulic fracturing of water-isolating rock mass was derived. The minimum safety thickness for the tunnel face against water inrush in proximity to fault fracture zone is proposed. [Results] The theoretical formulas indicate that the anti-splitting thickness of water-isolating rock mass is related to factors such as tunnel section size, fault water pressure, excavation disturbance factor, in-situ stress, rock mass strength, crack size, and fracture parameters. Through sensitivity analysis of different influencing factors, it is found that the anti-splitting thickness of rock mass increases with the increase of tunnel section size, fault water pressure, and excavation disturbance factor, and decreases with the increase of tunnel vertical stress and rock mass strength. At the same time, excavation disturbance damage has the most significant impact on the calculation results of rock mass anti-splitting thickness. [Conclusion] In practical engineering, there are certain empirical judgments and errors in obtaining excavation disturbance factors via rock integrity assessment and rock wave velocity testing. Therefore, this method requires accurate acquisition of the damage conditions of the rock mass in front of the tunnel face. Various assessment methods can be used for comparison and selection, and a conservative approach can be adopted by taking a larger value for the excavation disturbance factor. [Significance] Finally, taking a tunnel in western Sichuan near Yalahe fault as an example, considering the actual engineering disturbance and fault water pressure, the minimum safety thickness of the rock wall at tunnel face is calculated to verify the engineering applicability of the proposed method. This research can effectively guide on-site risk prediction and plan formulation, providing a theoretical basis for the prevention and control of water inrush in tunnels crossing water-rich fault fracture zones.
LU Shiming1 ,WU Zhonghai1,2 ,HUANG Ting1,3
, Available online  , doi: 10.12090/j.issn.1006-6616.2024069
Abstract (85) PDF (2948KB)(21)
Abstract:
On 18 December 2023, a magnitude 6.2 earthquake occurred in Jishishan County, Linxia Prefecture, Gansu Province, which resulted in the collapse of buildings, landslides, sand surges and other disasters, with thousands of casualties. This event represents the most serious loss of earthquakes of magnitude 6 or above in China in recent years. A comprehensive analysis of regional environmental conditions and geological hazards development characteristics can be obtained. The Lajishan area is characterised by high altitude, complex terrain, the development of the north-west direction of the Lajishan fracture zone, and the region of the fourth system loess development is thicker. This is prone to seismic impacts, which can produce creeping slippage and pulling cracks, resulting in damage to the formation of landslides and other disasters. A hierarchical analysis method was employed to comprehensively consider five influence factors: faults, stratigraphic lithology, vegetation cover, slope and precipitation. This revealed that regional geological hazards are mainly affected by earthquakes, with a weighting of 56%. Stratigraphic influence was found to be second, accounting for approximately 23%, while precipitation influence was the smallest, accounting for approximately 4%.The geological hazardous area in the study area is concentrated in the area along the front edge of Lajishan, with the epicentre situated at the centre. This is essentially the same as the range of the VIII intensity zone, and is distributed in the shape of a strip. Geological hazard points are primarily influenced by the soft geological environment, concentrated in the lower plate of the Lajishan fracture zone, particularly in Jishishan County, Dazhuohe Township, Baizang Township, and other areas where the distribution of disasters is intense and significantly affected by earthquakes. Therefore, it is crucial to prioritize monitoring and prevention efforts, while also ensuring sufficient attention is devoted to the protection project of the fourth system loess layer. In addition, the regional quaternary loess layer protection project should be given particular attention. In the context of the dense distribution of aftershocks, there are no or few geological disaster sites. This suggests that the main earthquake released a significant amount of stress, which induced major geological disasters. After many aftershocks, the stress state of the rock body tends to be balanced, and the geological structure is rearranged and stabilised after the earthquake. This reduces the further occurrence of geological hazards.
Avoidance distance and influence range of active faults-A case study of Litang faults
, Available online  , doi: 10.12090/j.issn.1006-6616.2023085
Abstract (82) PDF (2612KB)(14)
Abstract:
Active faults can trigger strong earthquakes, cause engineeringbreak, creep deformation, and induce geological disasters, which seriously threaten the planning, construction and operate safely of major projects. In this study, based on the statistics of co-seismic surface ruptures, the avoidance distances of faults with different properties and the ranges of extremely strong, strong, moderately strong and moderately affected areas of active fault zones are established. According to the remote sensing, geological survey, dislocation landform and shallow seismic exploration, the avoidance distance and affected range of the Litang fault on the Tibetan Plateau were analyzed. The Litang fault is mainly characterized by strike slip with normal fault components, The hanging wall avoidance distance is 30m and the footwall wall avoidance distance is 15m. The extremely strong, moderately strong, strong and moderately affected areas of the Litang fault zones are 0-150m, 200-500m, 500-1000m and 1000-3000m, respectively. The research results can provide basic data for the planning and construct of major projects and national land space control.
Tectonic Transition and Extension at the Eastern and Western Ends of the Altyn Tagh Fault: Insights from Triple Junctions
, Available online  , doi: 10.12090/j.issn.1006-6616.2024068
Abstract (67) PDF (1936KB)(14)
Abstract:
The Altyn Tagh fault (ATF), a significant tectonic boundary on the Tibetan Plateau's northern edge, plays a pivotal role in understanding the plateau's growth through its evolutionary history and tectonic transition mechanisms. The different segments of the ATF have different tectonic settings and evolution histories, and its tectonic transition with Qilian orogenic belt and the Eastern Kunlun fault remain insufficient. The analysis of triple junctions, a critical method in plate tectonics, showcases fault properties and stability from a kinematic perspective, revealing the direction and progression of fault evolution. This paper comprehensively analyzes geological, geomorphological, and seismic data to systematically examine the structural characteristics and activity history of the Subei and Tula triple junctions between segments. Through the stability criteria of triple junctions, we developed evolutionary models for these junctions. Our findings indicate the initiation of the Yemahe-Daxueshan and Qimantagh-Eastern Kunlun faults, the formation of unstable triple junctions, and their transition to stable states, promoting the ATF's "shortcutting". On this basis, a segmented rupture-bidirectional extension model is proposed. These results offer a fresh perspective on the complex tectonic evolution of the North Tibet.
Arcuate structural belt with tectonic characteristics and numerical simulation analysis – A case study of the middle and southern segments of the Red River fault
, Available online  , doi: 10.12090/j.issn.1006-6616.2024042
Abstract (136) PDF (6533KB)(38)
Abstract:
 [Objective] The Southeast Yunnan Arcuate Structural Belt, with the middle and southern segments of the Red River fault as its main body, serves as the southwestern boundary of the Sichuan-Yunnan block and the forefront of its south-southeastward movement. However, there remains controversy regarding whether its current motion is primarily characterized by thrust-strike-slip due to compression or normal-strike-slip due to tension. This debate is strongly correlated with the complex stress-strain patterns surrounding the southeastern margin of the Tibetan Plateau. Clarification of the kinematic characteristics and genesis of the Southeast Yunnan Arcuate Structural Belt will help to understand the regional tectonic evolution. [Methods] This study utilized the remote sensing image interpretation and field geological surveys to identify late Quaternary tectonic activity evidence in the middle and southern segments of the Red River fault. A three-dimensional geological model tailored to the actual characteristics of the region was established, considering the influence of lower crustal flow, and finite-difference numerical simulations were conducted with different velocity boundary conditions set at 26.5°N. [Results] The study reveals: 1) Numerous geomorphic features and fault profiles in the middle and southern segments of the Red River fault indicate that most of the faults along the line are predominantly high-angle, with a northwest orientation and complex fault rock development. The presence of structural wedges and infilling of overlying materials has been observed in multiple typical outcrops. Additionally, there are significant undulations in the lower part of the overlying strata on both sides of the fault; 2) The numerical simulation results show that the influence of the far-field stress on both sides of 26.5°N on the horizontal and vertical deformation of the southeastern margin of the Tibetan Plateau is quite different, and the deformation is further expanded by the presence of lower crustal flow; 3) Results of numerical simulations of velocity fields, maximum shear strain rates, and maximum principal stresses demonstrate differences in surface movement trajectories, velocity distribution, stress conditions, and deformation accumulation among different models in the arcuate structural belt area, with the presence of lower crustal flow promoting deformation accumulation and making the magnitude of the velocity field closer to that of the current GPS horizontal velocity field. [Conclusion] 1) The numerous geological profiles along the middle and southern segments of the Red River fault reveal a predominantly normal-strike-slip movement, indicating that the region is currently dominated by the effects of transtension; 2) Current tectonic deformation and landscape evolution in the southeastern margin of the Tibetan Plateau are mainly controlled by two different force sources: one is the southeastward movement of materials, and the other is the arc-parallel extension and slab rollback occurring beneath the Sunda-Java subduction zone. The presence of lower crustal flow influencing the scale of tectonic deformation in this region. In the Southeast Yunnan Arcuate Structural Belt, arc-parallel extension and slab retreat play a more significant controlling role; 3) The initial curved shape of the Southeast Yunnan Arcuate Structural Belt is mainly attributed to the influence of material migration towards the southeast and the Xiaojiang sinistral strike-slip fault, resulting in continuous deformation under the constraints of pre-existing structural fabrics and the controls of arc-parallel extension and slab retreat. [Significance] The research results contribute to understanding the current activity and causes of the Southeast Yunnan Arcuate Structural Belt, and provide a quantitative analysis reference and theoretical basis for the study of tectonic evolution in the southeastern margin of the Tibetan Plateau.
Mechanics and Physical Analog Modeling of The Humatu Thrust Sheets in TheThrust and Fold Belt of Southern Junggar Basin
, Available online  , doi: 10.12090/j.issn.1006-6616.2023074
Abstract (27) PDF (4030KB)(8)
Abstract:
  
  The thrust and fold belt of south Junggar basin, north Tianshan, is still activing since Cenozoic time. Geological survey, the interpretation of seismic data and well data indicate that the Huomatu anticlines and the Huomatu thrust fault in the forelimbs of the anticlines in the thrust and fold belt of south Junggar basin, which is extended to under the first row of the Qigu anticlines, is propagating toward north under the tectonic compression. The seismic data show that the Huomatu intact thrust sheet is almost not deformation, implies very weak detachments relative to internal sheet strength, i.e. weak-fault/strong-thrust sheet. Well data in the Huomatu anticline's belt show that overpressures are developed in the Paleocene Anjihai formation mudstones and Ziniquanzi formation mudstones, which are the main detachment surfaces of the Huomatu thrust fault in which tectonic over-pressures exist in this layer. The development of overpressured formation is not closely related to the depth, but depends on the thrust developed in the formation (mudstones or shales). Well test data indicate that the pore-fluid pressure coefficients of the hanging wall are separated from that of the footwall by the thrust fault. The hypotheses on which the Huomatu has been given as an elastic deformation, no deformation of intact thrust sheet, and the tectonic stresses is applied at the rear of the thrust sheet, the mechanical models of the Huomatu thrust sheet are founded around the following three points: ①The nature of the forces which cause the displacement (forces of tectonic origin, and applied by rear compression.), ②The elastical behaviour of rocks at the time of the thrusting, ③The geometric form of the overthrusted unit (rectangular dimension plus on prism of triangular). Based on our interpreted seismic data of the Huomatuo thrust sheet, two-dimensional, simplified mechanica models of hanging wall accommodation above undeformed footwalls in ramp-flat thrust models are set up. The model depends on the pore-fluid pressure coefficients, internal friction coefficient of the thrust fault and ramp angle. These include the possibility of a detachment fault in a weak basal layer with overpressures, a common feature of the Huomatuo thrust sheets and an externally applied, subhorizontal compression. In particular we vary the dimensionless ratio of shear strength to gravity stress to model hanging wall accommodation styles in different fluid overpressures ratio. In all models, we require that the flat-ramp-flat footwall provides a surface of low frictional resistance. At high ratios of shear strength to gravity stress the hanging wall blocks translate forward without bending and unbending to the form of the rigid footwall. Both without fluid pressure and with fluid pressure in the detachment thrust fault, arithmetic expressions are set up for the tectonic stress to gravity stress ratio with relation to coefficient of sliding friction in the fault, and ramp angles as well as horizontal length of the flat sector of the hanging wall to height of the thrust sheet ratio. We have found that the main factors governing the tectonic stress to gravity stress ratio is frictional resistance along the fault plane and the pore-fluid pressure coefficient (fluid overpressure), and ramp angles as well as horizontal length of the flat sector of the hanging wall to height of the thrust sheet ratio. The tectonic stress to gravity stress ratio with fluid pressure, compared with that without fluid pressure, decreases with the increase of the pore-fluid pressure coefficients along the thrust fault. When the coefficient of sliding friction in the thrust fault with fluid pressures increases, the tectonic stress to gravity stress ratio rises, because the pore-fluid pressure coefficient is a fixed value. But when the pore-fluid pressure coefficient in the thrust fault with fluid pressures increases, the tectonic stress to gravity stress ratio decreases, because the coefficient of sliding friction in the thrust fault with fluid pressures is a fixed value. The physical analog modeling of the Huomatu thrust fault and thrust sheet in this area, sand box experiment with approaching real geological setting was designed to simulate the evolution of the thrust fault with fluid pressures and without fluid pressures in the south Junggar thrust-fold belt. Loose dry quartz sands were used to construct the overlying sediments and growth strata. Silicone putty on basement represents the detachment layer with fluid pressures. The experimental results show that the whole thrust fault deformations without fluid pressures by the rear compression. The thrust sheet is relatively strong compared with weak thrust fault with fluid pressures, i.e. weak-fault/strong-sheet. A likely locus of the deformed thrust sheet strength is at fault bends, where the bulk rock of the thrust sheets must continually deform, and at the rear end of the thrust sheet as shown in this experimental model. Shear magnitudes and displacement vectors are computed by result of the sectional simulation experiment for the Huomatu thrust sheet, in which show that they are concentrated in the flat, where the concentrated maximum values of shear magnitudes are found by punches of multi-points which may reduce or enhance the fluid flow along the fault planes.
  The thrust and fold belt of south Junggar basin, north Tianshan, is still activing since Cenozoic time. Geological survey, the interpretation of seismic data and well data indicate that the Huomatu anticlines and the Huomatu thrust fault in the forelimbs of the anticlines in the thrust and fold belt of south Junggar basin, which is extended to under the first row of the Qigu anticlines, is propagating toward north under the tectonic compression. The seismic data show that the Huomatu intact thrust sheet is almost not deformation, implies very weak detachments relative to internal sheet strength, i.e. weak-fault/strong-thrust sheet. Well data in the Huomatu anticline's belt show that overpressures are developed in the Paleocene Anjihai formation mudstones and Ziniquanzi formation mudstones, which are the main detachment surfaces of the Huomatu thrust fault in which tectonic over-pressures exist in this layer. The development of overpressured formation is not closely related to the depth, but depends on the thrust developed in the formation (mudstones or shales). Well test data indicate that the pore-fluid pressure coefficients of the hanging wall are separated from that of the footwall by the thrust fault. The hypotheses on which the Huomatu has been given as an elastic deformation, no deformation of intact thrust sheet, and the tectonic stresses is applied at the rear of the thrust sheet, the mechanical models of the Huomatu thrust sheet are founded around the following three points: ①The nature of the forces which cause the displacement (forces of tectonic origin, and applied by rear compression.), ②The elastical behaviour of rocks at the time of the thrusting, ③The geometric form of the overthrusted unit (rectangular dimension plus on prism of triangular). Based on our interpreted seismic data of the Huomatuo thrust sheet, two-dimensional, simplified mechanica models of hanging wall accommodation above undeformed footwalls in ramp-flat thrust models are set up. The model depends on the pore-fluid pressure coefficients, internal friction coefficient of the thrust fault and ramp angle. These include the possibility of a detachment fault in a weak basal layer with overpressures, a common feature of the Huomatuo thrust sheets and an externally applied, subhorizontal compression. In particular we vary the dimensionless ratio of shear strength to gravity stress to model hanging wall accommodation styles in different fluid overpressures ratio. In all models, we require that the flat-ramp-flat footwall provides a surface of low frictional resistance. At high ratios of shear strength to gravity stress the hanging wall blocks translate forward without bending and unbending to the form of the rigid footwall. Both without fluid pressure and with fluid pressure in the detachment thrust fault, arithmetic expressions are set up for the tectonic stress to gravity stress ratio with relation to coefficient of sliding friction in the fault, and ramp angles as well as horizontal length of the flat sector of the hanging wall to height of the thrust sheet ratio. We have found that the main factors governing the tectonic stress to gravity stress ratio is frictional resistance along the fault plane and the pore-fluid pressure coefficient (fluid overpressure), and ramp angles as well as horizontal length of the flat sector of the hanging wall to height of the thrust sheet ratio. The tectonic stress to gravity stress ratio with fluid pressure, compared with that without fluid pressure, decreases with the increase of the pore-fluid pressure coefficients along the thrust fault. When the coefficient of sliding friction in the thrust fault with fluid pressures increases, the tectonic stress to gravity stress ratio rises, because the pore-fluid pressure coefficient is a fixed value. But when the pore-fluid pressure coefficient in the thrust fault with fluid pressures increases, the tectonic stress to gravity stress ratio decreases, because the coefficient of sliding friction in the thrust fault with fluid pressures is a fixed value. The physical analog modeling of the Huomatu thrust fault and thrust sheet in this area, sand box experiment with approaching real geological setting was designed to simulate the evolution of the thrust fault with fluid pressures and without fluid pressures in the south Junggar thrust-fold belt. Loose dry quartz sands were used to construct the overlying sediments and growth strata. Silicone putty on basement represents the detachment layer with fluid pressures. The experimental results show that the whole thrust fault deformations without fluid pressures by the rear compression. The thrust sheet is relatively strong compared with weak thrust fault with fluid pressures, i.e. weak-fault/strong-sheet. A likely locus of the deformed thrust sheet strength is at fault bends, where the bulk rock of the thrust sheets must continually deform, and at the rear end of the thrust sheet as shown in this experimental model. Shear magnitudes and displacement vectors are computed by result of the sectional simulation experiment for the Huomatu thrust sheet, in which show that they are concentrated in the flat, where the concentrated maximum values of shear magnitudes are found by punches of multi-points which may reduce or enhance the fluid flow along the fault planes.
Zircon U-Pb age, geochemical characteristics, and tectonic implications of the Early Permian ultrabasic dykes in the Harlik Mountain,East Tianshan, Xinjiang
, Available online  , doi: 10.12090/j.issn.1006-6616.2024020
Abstract:
[ Objective ]During multiple stages of magmatic activity in the Halrick Mountains of the East Tianshan, extensive granitic and mafic dyke swarms were formed.To limit the closure time of the ancient Asian Ocean in this area and to elucidate the tectonic environment in which ultrabasic rock walls were formed. [ Methods ]This study reports on the petrography, geochemistry, and zircon U-Pb ages of a particular type of ultrabasic dyke swarm (amphibolites) in Qincheng, Hami.[ Results ] The results show that the amphibolites have SiO2 contents ranging from 39.00% to 45.48%, TiO2 contents ranging from 1.60% to 3.01%, and Mg# values ranging from 50 to 60, They are relatively weakly enriched in light rare earth elements ((La/Yb)N = 1.34~2.25) and show no Eu anomalies (δEu = 0.76~1.12). They are enriched in large ion lithophile elements (LILEs: Rb, Ba, K, Sr) and depleted in high field strength elements (HFSEs: Nb, Zr, Hf). The amphibolites belong to the alkaline series rocks. The LA-MC-ICPMS zircon U-Pb ages reveal that these three amphibolites crystallized at 298.4±1.7 Ma, 297.7±1.6 Ma, and 295.5±1.6 Ma, respectively. The whole-rock Sr-Nd compositions indicate initial 87Sr/86Sr ratios ranging from 0.7047 to 0.7051 and εNd(t) values ranging from -2.63 to 1.81. [ Conclusion ]Based on comprehensive analysis of regional geology, chronology, geochemistry, and Sr-Nd isotopes, it is suggested that the primitive magma of the Early Permian amphibolites in Qincheng possibly originated from partial melting of the lithospheric mantle and these rocks were formed in a post-collisional extensional tectonic setting.At the same time, it implies that the ancient Asian Ocean in the Harlik Mountains region closed before the Early Permian.