Study on the deformation mechanism and large deformation control method of a strongly weathered carbonaceous slate tunnel in western China

WANG Zhijiao; XIE Di; FAN Jinyan; MAO Yuting; TAO Zhigang

doi:10.12090/j.issn.1006-6616.2023020

Volume 29 Issue 5

Oct. 2023

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > Journal of Geomechanics > 2023 > 29(5): 648-661

ZHENG Ya-dong, 2005. QUANTITATIVE CHARACTERIZATION OF MECHANICAL PROPERTIES OF DEFORMATIONAL ZONES. Journal of Geomechanics, 11 (3): 197-203.

Citation:

WANG Zhijiao, XIE Di, FAN Jinyan, et al., 2023. Study on the deformation mechanism and large deformation control method of a strongly weathered carbonaceous slate tunnel in western China. Journal of Geomechanics, 29 (5): 648-661. DOI: 10.12090/j.issn.1006-6616.2023020

ZHENG Ya-dong, 2005. QUANTITATIVE CHARACTERIZATION OF MECHANICAL PROPERTIES OF DEFORMATIONAL ZONES. Journal of Geomechanics, 11 (3): 197-203.

Citation:

PDF( 19786 KB)

Study on the deformation mechanism and large deformation control method of a strongly weathered carbonaceous slate tunnel in western China

doi: 10.12090/j.issn.1006-6616.2023020

WANG Zhijiao^1
,,
XIE Di^{2, 3
,
,},
FAN Jinyan⁴,
MAO Yuting^{2, 3},
TAO Zhigang^{2, 3}

1.
Gansu Changda Road Industry Co., Ltd, Lanzhou 730030, Gansu, China
2.
State Key Laboratory of Deep Geotechnical Mechanics and Underground Engineering, China University of Mining and Technology (Beijing), Beijing 100083, China
3.
School of Mechanics and Building Engineering, China University of Mining and Technology (Beijing), Beijing 100083, China
4.
Huayuan International Land Port Group Co., Ltd, Taiyuan 030001, Shanxi, China

Funds:

the Innovation Fund of the State Key Laboratory for Geomechanics and Deep Underground Engineering SKLGDUEK202201

More Information

Abstract

Abstract

In response to the significant soft rock deformation challenges encountered during the construction of the Minxian Tunnel along the Lanzhou-Haikou Expressway (G75), this study conducted a comprehensive analysis of soft rock types and the underlying mechanical mechanisms governing the deformation of the surrounding rock. It presented tailored mechanical transformation strategies to address diverse mechanical mechanisms. Also, it introduced the application of anchor cable with high pre-tightening force, constant resistance and large deformation, a proven solution widely employed in mining and rock engineering. Furthermore, the research proposed a high-prestress and active and passive combined support technique, encompassing pre-reinforced retaining structure, optimally arranged active retaining structure with long and short NPR anchor cables, steel arches, and permanent retaining structure of shotcrete. By implementing numerical simulations and on-site monitoring, the results demonstrated a remarkable reduction in the maximum deformation of the surrounding rock in the test section to only 73 mm, and the pre-tightening forces applied to the anchor cable with constant resistance and large deformation ranged from 280 to 300 kN, underscoring the effectiveness of the optimized retaining technique in controlling surrounding rock deformation. This research highlights the pivotal role of retaining structure with constant resistance and yielding support, which significantly improves deformation control.
- tunnel engineering,
- carbonaceous slate,
- combined retaining structure,
- numerical simulation,
- on-site monitoring

Full-text Translaiton by iFLYTEK

The full translation of the current issue may be delayed. If you encounter a 404 page, please try again later.

FullText(HTML)

References(75)

References

BARTON N, 1988. Rock mass classification and tunnel reinforcement selection using the q-system[C]//Symposium on Rock Classification Systems for Engineering Purposes. Cincinnati, Ohio, USA.

CAO C Y, SHI C H, LEI M F, et al., 2018. Squeezing failure of tunnels: A case study[J]. Tunnelling and Underground Space Technology, 77: 188-203. doi: 10.1016/j.tust.2018.04.007

DAI Y H, CHEN W Z, TIAN H M, et al., 2015. Study on large deformation and supporting scheme of soft rock in Daliang tunnel [J]. Chinese Journal of Rock Mechanics and Engineering, 34 (S2): 4149-4156. (in Chinese with English abstract)

DONG F T, 2001. Loose circle support theory and application technology of roadway surrounding rock [M]. Beijing: China Coal Industry Publishing House. (in Chinese)

DONG F T, GUO Z H, 1992. Surrounding rock loose circle roadway support theory [J]. Optical Blasting Anchor Spray Communication (1): 1-5. (in Chinese)

DONG F T, 2001. The supporting theory based on broken rock zone and its application technology[M]. Beijing: China Coal Industry Publishing House. (in Chinese)

GUO B, ZHANG Y B, 2009. Research on the control technology for large deformation of carbon schist of Xinshuhe Tunnel [J]. Journal of Railway Engineering Society (11): 40-44. (in Chinese with English abstract) doi: 10.3969/j.issn.1006-2106.2009.11.010

GUO C B, ZHANG Y S, WANG T, et al., 2017. Discussion on geological hazards and major engineering geological problems in the middle part of the North-South active tectonic zone, China [J]. Journal of Geomechanics, 23 (5): 707-722. (in Chinese with English abstract)

GUO F L, 2010. Research on large deformation mechanism of soft rock of Baozhen tunnel [D]. Beijing: Beijing Jiaotong University. (in Chinese with English abstract)

GUO Z H, DONG F T, 1995. Loosening zone of surrounding rock and roadway support [J]. Mine Pressure and Roof Management, 000(3): 111-114. (in Chinese)

HAN R G, 1987. New Austrian Method of Underground Engineering [M]. Beijing: Science Press. (in Chinese)

HE M C, JING H H, SUN X M, 2000. Research progress of soft rock engineering geomechanics in China coal mine [J]. Journal of Engineering Geology, 8(1): 46-62. (in Chinese with English abstract)

HE M C, JING H H, SUN X M, 2002. Soft rock engineering mechanics [M]. Beijing: Science Press. (in Chinese)

HE M C, GONG W L, WANG J, et al., 2014. Development of a novel energy-absorbing bolt with extraordinarily large elongation and constant resistance[J/OL]. International Journal of Rock Mechanics and Mining Sciences, 67: 29-42.

HOEK E, DIEDERICHS M S, 2006. Empirical estimation of rock mass modulus [J]. International Journal of Rock Mechanics and Mining Sciences, 43(2): 203-215. doi: 10.1016/j.ijrmms.2005.06.005

HONG K R, 2019. Development and Thinking of Tunnels and Underground Engineering in China in Recent 2 Years(From 2017 to 2018) [J]. Tunnel Construction, 39 (5): 710-723. (in Chinese with English abstract)

LI B, ZHANG W, WEN R, 2022. Study on the hydraulic fracturing in-situ stress measurement in super-long highway tunnels in southern Shaanxi: engineering geological significance [J]. Journal of Geomechanics, 28 (2): 191-202. (in Chinese with English abstract)

LI G L, ZHU Y Q, 2008. Control technology for large deformation of highland stressed weak rock in Wushaoling tunnel [J]. Journal of Railway Engineering Society, 25 (3): 54-59. (in Chinese with English abstract)

LI L, 2017. Study on squeezing large deformation mechanism and control technology of phyllite tunnel [D]. Beijing: Beijing Jiaotong University. (in Chinese with English abstract)

LI T C, 2011. Large deformation control technology for Maoyushan tunnel in soft rock under high in-situ stresses [J]. Modern Tunnel Technology, 48 (2): 59-67. (in Chinese with English abstract)

LI Y Y, LI S Q, 2008. Analysis of surrounding rock bearing mechanism in deep soft rock roadways with associate support of anchoring and grouting [J]. Journal of Hunan University of Science and Technology(Natural Science Edition), 23 (1): 10-14. (in Chinese with English abstract)

LIU Y, WU X J, LIU Z Q, et al., 2014. Discussion of and solutions for the large deformation mechanism of a tunnel in carbonaceous slate [J]. Modern Tunnelling Technology, 51(6): 19-24. (in Chinese with English abstract)

LUO G, 2019. Statistics of super-long highway tunnels over 10 km in China [J]. Tunnel Construction (Chinese and English), 39 (8): 1380-1383. (in Chinese with English abstract)

MENG L B, PAN H S, LI T B, et al., 2017. Secondary lining cracking mechanism and the best time for supporting the Zhegushan Tunnel [J]. Modern Tunnelling Technology, 54(2): 129-136. (in Chinese with English abstract)

MENG W, TIAN T, SUN D S, et al., 2022. Research on stress state in deep shale reservoirs based on in-situ stress measurement and rheological model[J]. Journal of Geomechanics, 28(4): 537-549. (in Chinese with English abstract)

Ministry of Housing and Urban-Rural Development of the People's Republic of China, 2015. Standard for engineering classification of rock mass: GB/T 50218-2014[S]. Beijing: China Planning Press. (in Chinese)

PROCTOR, R V, WHITE T L, 1946. Rock tunneling with steel supports[M]. Youngstown, OH: Commercial Shearing and Stamping Co.

SHEN H M, 1995. Recommendation of Norway tunnel construction method NTM [J]. Journal of Railway Engineering Society, (3): 40-48. (in Chinese with English abstract)

SUN G J, DENG X L, YUAN P B, 2021. Research on Disaster Mechanism and Control of Permian Mudstone Tunnel in North China[J]. Railway Investigation and Surveying, 47(2): 44-49. (in Chinese with English abstract)

SUN Y C, XIN M G, WANG Y, et al., 2022. Measurement and Regression Analysis of the Tunnel Geostress of a Heavy Haul Railway[J]. Railway Investigation and Surveying, 48(1): 16-20, 44. (in Chinese with English abstract)

TAO Z G, ZHAO S, ZHANG M X, et al., 2018. Numerical simulation research on mechanical properties of constant resistance bolt/cable with large deformation [J]. Journal of Mining and Safety Engineering, 35 (1): 40-48. (in Chinese with English abstract)

TERZAGHI K, 1960. Theoretical soil mechanics[M]. XU Z Y, trans. Beijing: Geological Press. (in Chinese)

TIAN H M, CHEN W Z, TAN X J, et al., 2011. Study on reasonable support scheme on soft rock tunnel in high geostress zone[J]. Chinese Journal of Rock Mechanics and Engineering, 30 (11): 2285-2292. (in Chinese with English abstract)

TIAN S M, GONG J F, 2020. Statistics of China Railway Tunnels as of the end of 2019 [J]. Tunnel Construction, 40 (2): 292-297. (in Chinese with English abstract)

WANG B, LI T B, HE C, et al., 2012. Analysis of failure properties and formatting mechanism of soft rock tunnel in Meizoseismal areas [J]. Chinese Journal of Rock Mechanics and Engineering, 31 (5): 928-936. (in Chinese with English abstract)

WANG S R, LIU Z W, QU X H, et al., 2009. Large deformation mechanics mechanism and rigid-gap-flexible-layer supporting technology of soft rock tunnel [J]. China Journal of Highway and Transport, 22 (6): 90-95. (in Chinese with English abstract)

XIA R H, CUI X P, ZHOU Q, 2015. Analysis of tunnel lining deformation in complex geology and engineering control technology [J]. Journal of Railway Engineering Society, 32 (8): 66-72. (in Chinese with English abstract)

ZHANG C, LOU Y M, SUN S H, et al., 2003. Application and discussion on floor arch board technology in project with water inrush and swelling soft rock [J]. Coal Science and Technology, 31 (6): 53-55. (in Chinese with English abstract)

ZHANG D H, WANG M S, FU H X, et al., 2004. Determination of paremeters for bolts in strong extrusion tunnel [J]. Journal of Rock Mechanics and Engineering (13): 2201-2204. (in Chinese with English abstract)

ZHANG P, SUN Z G, WANG Q N et al., 2017. In-situ stress measurement and stability analysis of surrounding rocks in the north section of deep buried tunnel in Muzhailing [J]. Journal of Geomechanics, 23 (6): 893-903. (in Chinese with English abstract)

戴永浩, 陈卫忠, 田洪铭, 等, 2015. 大梁隧道软岩大变形及其支护方案研究[J]. 岩石力学与工程学报, 34(S2): 4149-4156. https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX2015S2063.htm

董方庭, 郭志宏, 1992. 围岩松动圈巷道支护理论[J]. 光爆锚喷通讯(1): 1-5. https://www.cnki.com.cn/Article/CJFDTOTAL-XSKJ201911016.htm

董方庭, 2001. 巷道围岩松动圈支护理论及应用技术[M]. 北京: 煤炭工业出版社.

苟彪, 张奕斌, 2009. 新蜀河隧道炭质片岩大变形控制技术研究[J]. 铁道工程学报(11): 40-44. https://www.cnki.com.cn/Article/CJFDTOTAL-TDGC200911009.htm

郭长宝, 张永双, 王涛, 等, 2017. 南北活动构造带中段地质灾害与重大工程地质问题概论[J]. 地质力学学报, 23(5): 707-722. https://journal.geomech.ac.cn/article/id/f1e76c0c-1fca-447c-a551-7eaad567800f

郭富利, 2010. 堡镇软岩隧道大变形机理及控制技术研究[D]. 北京: 北京交通大学.

郭志宏, 董方庭, 1995. 围岩松动圈与巷道支护[J]. 矿山压力与顶板管理, (3-4): 111-114. https://www.cnki.com.cn/Article/CJFDTOTAL-KSYL5Z1.026.htm

韩瑞庚, 1987. 地下工程新奥法[M]. 北京: 科学出版社.

何满潮, 景海河, 孙晓明, 2000. 软岩工程地质力学研究进展[J]. 工程地质学报, 8(1): 46-62. https://www.cnki.com.cn/Article/CJFDTOTAL-GCDZ200001009.htm

何满潮, 景海河, 孙晓明, 2002. 软岩工程力学[M]. 北京: 科学出版社.

洪开荣, 2019. 近2年我国隧道及地下工程发展与思考(2017—2018年)[J]. 隧道建设, 39(5): 710-723. https://www.cnki.com.cn/Article/CJFDTOTAL-JSSD201905003.htm

李彬, 张文, 文冉, 2022. 陕南特长公路隧道水压致裂法地应力测量结果及工程地质意义分析[J]. 地质力学学报, 28(2): 191-202. doi: 10.12090/j.issn.1006-6616.2021053

李国良, 朱永全, 2008. 乌鞘岭隧道高地应力软弱围岩大变形控制技术[J]. 铁道工程学报, 25(3): 54-59. https://www.cnki.com.cn/Article/CJFDTOTAL-TDGC200803010.htm

李磊, 2017. 千枚岩隧道挤压性大变形机理及控制技术研究[D]. 北京: 北京交通大学.

李廷春, 2011. 毛羽山隧道高地应力软岩大变形施工控制技术[J]. 现代隧道技术, 48(2): 59-67. https://www.cnki.com.cn/Article/CJFDTOTAL-XDSD201102012.htm

李永友, 李树清, 2008. 深部软岩巷道锚注联合支护围岩承载机理分析[J]. 湖南科技大学学报(自然科学版), 23(1): 10-14. https://www.cnki.com.cn/Article/CJFDTOTAL-XTKY200801002.htm

刘阳, 伍晓军, 刘志强, 等, 2014. 关于碳质板岩隧道大变形机理及应对措施的探讨[J]. 现代隧道技术, 51(6): 19-24. https://www.cnki.com.cn/Article/CJFDTOTAL-XDSD201406005.htm

罗刚, 2019. 中国10 km以上超长公路隧道统计[J]. 隧道建设, 39(8): 1380-1383. https://www.cnki.com.cn/Article/CJFDTOTAL-JSSD201908030.htm

孟陆波, 潘皇宋, 李天斌, 等, 2017. 鹧鸪山隧道二次衬砌开裂机理及支护时机探讨[J]. 现代隧道技术, 54(2): 129-136. https://www.cnki.com.cn/Article/CJFDTOTAL-XDSD201702020.htm

孟文, 田涛, 孙东生, 等, 2022. 基于原位地应力测试及流变模型的深部泥页岩储层地应力状态研究[J]. 地质力学学报, 28(4): 537-549. doi: 10.12090/j.issn.1006-6616.2022041

长江水利委员会长江科学院, 2014. 工程岩体分级标准: GB/T 50218— 2014[S]. 北京: 中国计划出版社, 2014.

沈慧敏, 1995. 推荐挪威隧道施工法NTM[J]. 铁道工程学报(3): 40-48. https://www.cnki.com.cn/Article/CJFDTOTAL-TDGC503.007.htm

孙光吉, 邓小龙, 原鹏博, 2021. 华北二叠系泥岩隧道灾变机理及控制研究[J]. 铁道勘察, 47(2): 44-49. https://www.cnki.com.cn/Article/CJFDTOTAL-TLHC202102010.htm

孙元春, 辛明高, 汪洋, 等, 2022. 某重载铁路隧道地应力测试与反演分析[J]. 铁道勘察, 48(1): 16-20, 44. https://www.cnki.com.cn/Article/CJFDTOTAL-TLHC202201004.htm

太沙基. K. 1960. 理论土力学[M]. 徐志英, 译. 北京: 地质出版社.

陶志刚, 赵帅, 张明旭, 等, 2018. 恒阻大变形锚杆/索力学特性数值模拟研究[J]. 采矿与安全工程学报, 35(1): 40-48. https://www.cnki.com.cn/Article/CJFDTOTAL-KSYL201801006.htm

田洪铭, 陈卫忠, 谭贤君, 等, 2011. 高地应力软岩隧道合理支护方案研究[J]. 岩石力学与工程学报, 30(11): 2285-2292. https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX201111015.htm

田四明, 巩江峰, 2020. 截至2019年底中国铁路隧道情况统计[J]. 隧道建设, 40(2): 292-297. https://www.cnki.com.cn/Article/CJFDTOTAL-JSSD202304018.htm

汪波, 李天斌, 何川, 等, 2012. 强震区软岩隧道大变形破坏特征及其成因机制分析[J]. 岩石力学与工程学报, 31(5): 928-936. https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX201205010.htm

王树仁, 刘招伟, 屈晓红, 等, 2009. 软岩隧道大变形力学机制与刚隙柔层支护技术[J]. 中国公路学报, 22(6): 90-95. https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL200906012.htm

夏润禾, 崔小鹏, 周泉, 2015. 复杂地质隧道衬砌变形分析与工程治理技术[J]. 铁道工程学报, 32(8): 66-72. https://www.cnki.com.cn/Article/CJFDTOTAL-TDGC201508013.htm

张春, 娄玉民, 孙树华, 等, 2003. 底梁弧板技术在涌水性膨胀型软岩工程中应用[J]. 煤炭科学技术, 31(6): 53-55. https://www.cnki.com.cn/Article/CJFDTOTAL-MTKJ200306019.htm

张德华, 王梦恕, 符华兴, 等, 2004. 强挤压型隧道锚杆支护参数的确定[J]. 岩石力学与工程学报, 23(13): 2201-2204. https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX200413013.htm

张鹏, 孙治国, 王秋宁, 等, 2017. 木寨岭深埋隧道北段地应力测量与围岩稳定性分析[J]. 地质力学学报, 23(6): 893-903. https://journal.geomech.ac.cn/article/id/0febae11-4b7b-4e07-a1a7-24791d29026a

中华人民共和国住房和城乡建设部, 2015. 工程岩体分级标准: GB/T 50218-2014[S]. 北京: 中国计划出版社.

Relative Articles

	WU Xunda, LIAO Jin, SUN Wenzhao, LIU Ping, LI Chunlei. 2021: Natural gas distribution and reservoir-forming law of the Yinggehai Basin, China. Journal of Geomechanics, 27(6): 963-974. doi: 10.12090/j.issn.1006-6616.2021.27.06.078
	LIU Jiangtao, ZHAO Jie, WU Fafu. 2021: Review and prospect of structural equation modeling in geoscience data modeling and analysis. Journal of Geomechanics, 27(3): 350-364. doi: 10.12090/j.issn.1006-6616.2021.27.03.032
	HUANG Qiwen, LI Awei. 2019: STRESS INDUCED CHANGES IN THE ELECTRICAL-MAGNETIC PROPERTIES OF ROCK CORESHUANG. Journal of Geomechanics, 25(4): 453-458. doi: 10.12090/j.issn.1006-6616.2019.25.04.042
	LI Hongru, ZHANG Pan, WANG Shenni, ZHAO Huapeng. 2018: A STUDY OF THE INFLUENCE OF RAINFALL ON SLOPE STABILITY ALONG THE TENDENCY OF COAL MEASURE STRATA. Journal of Geomechanics, 24(6): 836-848. doi: 10.12090/j.issn.1006-6616.2018.24.06.087
	ZHANG Xiaochao, PEI Xiangjun, JIA Jun, SUN Pingping. 2018: EXPERIMENTAL STUDY ON THE LATERAL FLOW SLIDE MECHANISM OF SATURATED LOESS MASS. Journal of Geomechanics, 24(5): 730-736. doi: 10.12090/j.issn.1006-6616.2018.24.05.075
	LI Wei, CHEN Shuping, YUN Jinbiao, LIU Zhina, LIU Shilin, JI Hongying. 2018: FORMATION MECHANISM OF STEEPLY INCLINED REVERSE FAULT: TAKE THE SERIKBUYA FAULT IN TARIM BASIN AS AN EXAMPLE. Journal of Geomechanics, 24(1): 1-8. doi: 10.12090/j.issn.1006-6616.2018.24.01.001
	HE Kai, GAO Yang, WANG Wenpei, ZHU Sainan. 2018: PHYSICAL MODEL EXPERIMENTAL STUDY ON DEFORMATION AND FAILURE OF OVERLYING ROCK SLOPE UNDER THE CONDITION OF STEEP COAL SEAM MINING. Journal of Geomechanics, 24(3): 399-406. doi: 10.12090/j.issn.1006-6616.2018.24.03.041
	ZHOU Xiao-kang, GUO Jian-hua. 2014: PETROLEUM ACCUMULATION CHARACTERISTICS AND PRESERVATION CONDITIONS OF LIANYUAN SAG IN THE CENTRAL HUNAN. Journal of Geomechanics, 20(3): 222-229.
	HU Hui. 2005: FORMATION CONDITIONS AND DISTRIBUTION CHARACTE-RISTICS OF LITHOLOGICAL RESERVOIRS IN THE QIANJIANG SUBBASIN. Journal of Geomechanics, 11(1): 67-73.
	KUANG Hong-wei, PENG De-tang, LI Nan. 2001: THE ACCUMULATIVE CONDITIONS OF THE MIDDLE ORDOVICIAN OIL AND GAS IN LUNNAN AREA, TARIM BASIN. Journal of Geomechanics, 7(2): 161-166,103.
	XU Zenghe, XU Xiaohe. 1999: LIQUID-SOLID COUPLED PROBLEM OF RADIAL FLOW THROUGH POROUS MEDIA UNDER GENERAL PLAIN STRESSCODITION. Journal of Geomechanics, 5(1): 14-18.
	WANG Lianjie, WANG Wei, ZHANG Lirong, YUAN Jiayin. 1999: FUNDAMENTAL EQUATION AND FINITE ELEMENT MODELING FOR OIL AND GAS MIGRATION DRIVED BY CRUSTAL STRESS. Journal of Geomechanics, 5(1): 29-34.
	Chen Bailin, Li Yusheng, Dong Faxian, Liu Jianmin, Liu Youxun, Zhang Yijun, Xu Shunshan, Li Jianzhong. 1998: STUDY ON THE STRUCTURES OF THE ZONGSHUBAN AREA, CHENXIAN,HUNAN PROVINCE AND ORE CONTROLLING CONDITIONS. Journal of Geomechanics, 4(2): 75-82.
	Song Quanyou, Chen Qinghua, Chen Shuping. 1998: CHARACTERISTICS OF CAP ROCKS IN CUOQIN BASIN,TIBET. Journal of Geomechanics, 4(3): 64-69.

Supplements(0)

Cited By

Cited by

Periodical cited type(8)

1.	Jia-yun Wang，Zi-long Wu，Xiao-ya Shi，Long-wei Yang，Rui-ping Liu，Na Lu. Exploring mechanism of hidden, steep obliquely inclined bedding landslides using a 3DEC model:A case study of the Shanyang landslide in Shaanxi Province, China. China Geology. 2024(02): 303-314 .
2.	蒲进，张丙先，任志勇，高志林. 基于河道演变的边坡变形破坏机制分析. 水利水电快报. 2024(06): 33-37 .
3.	陈达，许强，郑光，王卓，蒋金晶，刘建强. 顺层边坡溃曲变形形成条件及其与层面倾角的关系. 科学技术与工程. 2021(07): 2616-2625 .
4.	唐雨生，苏培东，马云长，戚宗轲. 含软弱夹层的顺层岩质滑坡渐进破坏研究. 自然灾害学报. 2021(06): 155-165 .
5.	陈笑楠，张慧梅，周洪文. 层状边坡岩体的屈曲和溃屈性态研究. 水文地质工程地质. 2020(02): 141-147 .
6.	杨海龙，樊晓一，裴向军. 基于离散元法的偏转型滑坡运动堆积特征分析. 长江科学院院报. 2020(02): 106-111+118 .
7.	丁戈媛，胡新丽. 大奔流顺层岩质滑坡溃屈型破坏力学机制研究. 地质科技通报. 2020(02): 186-190 .
8.	叶功勤，曹函，高强，张政，王天一. 颗粒配比对岩石力学特征影响的数值模拟研究. 地质力学学报. 2019(06): 1129-1137 . 本站查看

Other cited types(2)

Proportional views

Proportional views

Figures(12) / Tables(7)

Get Citation

PDF

XML

Article Metrics

Article views (789) PDF downloads(55)