Volume 27 Issue 3
Jun.  2021
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ZHANG Chunshan, ZHANG Shuxuan, YANG Weimin, et al., 2021. Assessment of regional crustal stability in Shenfu New Area of Liaoning Province, China. Journal of Geomechanics, 27 (3): 453-462. DOI: 10.12090/j.issn.1006-6616.2021.27.03.041
Citation: ZHANG Chunshan, ZHANG Shuxuan, YANG Weimin, et al., 2021. Assessment of regional crustal stability in Shenfu New Area of Liaoning Province, China. Journal of Geomechanics, 27 (3): 453-462. DOI: 10.12090/j.issn.1006-6616.2021.27.03.041

Assessment of regional crustal stability in Shenfu New Area of Liaoning Province, China

doi: 10.12090/j.issn.1006-6616.2021.27.03.041
Funds:

the Geological Survey Projects of China Geological Survey DD20190318

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  • Received: 2020-10-28
  • Revised: 2021-04-21
  • Published: 2021-06-28
  • In this paper, the main factors controlling and influencing regional crustal stability as well as the coupling action of internal and external dynamic geology in Shenfu New Area were analyzed, using both previous findings and field survey results. Based on the GIS platform, the regional crustal stability assessment was carried out through the multi-factor weighted superposition analysis method. Twelve influencing factors were selected, including fault activity, seismicity, deep geophysical status, engineering rock group, topography and surface geological hazards. The regional crustal stability assessment model was established in terms of relevance and importance of the influencing factors, through which to quantitatively assess the regional crustal stability of Shenfu New Area. And the results show that Shenfu New Area is dominated by the stable and sub-stable areas covering 728.9 km2, accounting for 81.07% of the total area, which is conducive to the planning and construction in this area. Necessary engineering measures are recommended to ensure the stability of foundation and slope when underground engineering, such as the construction of the planned Metro Line 9 at a depth of 15~25 meters, passes through the unstable and sub-unstable areas. The strata in the construction section of Metro Line 9 are generally weathering zones and junction areas of oval-gravel accumulation, mud-clastic accumulation and metamorphic gneiss, situated in groundwater immersed zones or changing zones, which is hard to be provided with protection and support. It is suggested that reasonable construction scheme should be determined as soon as possible to ensure a smooth and safe construction, and precipitation and anticorrosion measures are needed.

     

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