›› 2013, Vol. 34 ›› Issue (10): 2961-2970.

• Geotechnical Engineering • Previous Articles     Next Articles

Research on deformation and stability evolution law of Huangtupo riverside slump-mass No. I

NI Wei-da1, TANG Hui-ming1, 2, HU Xin-li1, WU Yi-ping1, SU Ai-jun2   

  1. 1. Faculty of Engineering, China University of Geosciences, Wuhan 430074, China 2. Three Gorges Research Center for Geo-hazard of Ministry of Education, China University of Geosciences, Wuhan 430074, China
  • Received:2013-04-08 Online:2013-10-09 Published:2013-10-18

PDF (Chinese)

1916

Abstract: In order to accurately grasp the deformation and stability evolution law of Huangtupo riverside slump-mass No.I during the reservoir operation, exploration tunnel group was firstly used to expose the geological structure and spatial form of the slump-mass, a geological model of double sliding zone was established based on the exposed information. Then the dynamic groundwater seepage field could be obtained by saturated-unsaturated seepage finite element method, based on which the deformation and stability evolution process was studied. The research showed that the deformation of slump-mass mainly occurred in front of shallow landslide during the drop of the water level, and has significant traction movement characteristics. The deformation evolution law was verified by measured data of global positioning system (GPS) monitoring point. Stability of the shallow landslide was fluctuated obviously during the evolution process because of the dynamic fluctuation of groundwater seepage field’s, and its critical instability velocity of drawdown of water level is 2.0 m/d. Consequently, the overall stability of Huangtupo riverside slump-mass No.I is fine; but there still exists a possible that the front of shallow landslide may be instable locally under rainfall and reservoir water level drawdown.

Key words: Huangtupo landslide, waterlevel fluctuation, deformation mechanism, stability, evolution law

CLC Number: 

  • TU 457
[1] SU Yong-hua, LI Cheng-cheng. Stability analysis of slope based on Green-Ampt model under heavy rainfall [J]. Rock and Soil Mechanics, 2020, 41(2): 389-398.
[2] ZHU Yan-peng, TAO Jun, YANG Xiao-hui, PENG Jun-guo, WU Qiang, . Design and numerical analyses of high-fill slope strengthened by frame with prestressed anchor-plates [J]. Rock and Soil Mechanics, 2020, 41(2): 612-623.
[3] LU Hai-feng, MENG Xiang-shuai, YAN Wei, YAO Duo-xi, . Circular sliding solution of mining stability and failure depth of floor layered structure on coal face [J]. Rock and Soil Mechanics, 2020, 41(1): 166-174.
[4] LIU Shun-qing, HUANG Xian-wen, ZHOU Ai-zhao, CAI GUO-jun, JIANG Peng-ming, . A stability analysis method of soil-rock slope based on random block stone model [J]. Rock and Soil Mechanics, 2019, 40(S1): 350-358.
[5] LIU Hong-yan. Influence of macroscopic and mesoscopic flaws on mechanical behavior of rock mass and slope stability [J]. Rock and Soil Mechanics, 2019, 40(S1): 431-439.
[6] NIE Xiu-peng, PANG Huan-ping, SUN Zhi-bin, XIE Song-mei, HOU Chao-qun. Upper bound analysis of seismic stability of 3D reinforced slopes [J]. Rock and Soil Mechanics, 2019, 40(9): 3483-3492.
[7] CHEN Yong-qing, WEN Chang-ping, FANG Xuan-qiang, . Modified Yin’s double-yield-surface model for bioenzyme-treated expansive soil [J]. Rock and Soil Mechanics, 2019, 40(9): 3515-3523.
[8] ZHU Cai-hui, CUI Chen, LAN Kai-jiang, DONG Yong-qiang. The effects of the degradation of brick-clay structure and demolition of embedded buildings on the stability of Yulin City Wall [J]. Rock and Soil Mechanics, 2019, 40(8): 3153-3166.
[9] CHEN Chong, WANG Wei, LÜ Hua-yong, . Stability analysis of slope reinforced with composite anti-slide pile model [J]. Rock and Soil Mechanics, 2019, 40(8): 3207-3217.
[10] CHEN Jian-gong, LI Hui, HE Zi-yong, . Homogeneous soil slope stability analysis based on variational method [J]. Rock and Soil Mechanics, 2019, 40(8): 2931-2937.
[11] JIANG Ze-feng, ZHANG Ge, ZHU Da-yong, WANG Jun, . Critical sliding field method for slope under anchorage force and its application [J]. Rock and Soil Mechanics, 2019, 40(7): 2799-2806.
[12] WANG Hong-lei, SUN Zhi-zhong, LIU Yong-zhi, WU Gui-long, . The monitoring analysis of the thermal-mechanical response on embankment with thawed interlayer along Qinghai-Tibet Railway [J]. Rock and Soil Mechanics, 2019, 40(7): 2815-2824.
[13] HAN Tong-chun, LIN Bo-wen, HE Lu, SU Yu-qin, . Three-dimensional slope modelling method and its stability based on coupled GIS and numerical simulation software [J]. Rock and Soil Mechanics, 2019, 40(7): 2855-2865.
[14] CHEN Zheng, HE Ping, YAN Du-min, GAO Hong-jie, NIE Ao-xiang, . Upper-bound limit analysis of tunnel face stability under advanced support [J]. Rock and Soil Mechanics, 2019, 40(6): 2154-2162.
[15] ZHU Ren-jie, CHE Ai-lan, YAN Fei, WEN Hai, GE Xiu-run, . Dynamic evolution of rock slope with connective structural surface [J]. Rock and Soil Mechanics, 2019, 40(5): 1907-1915.
Viewed
Full text


Abstract

Cited
  Shared   
  Discussed   
[1] LIU Dou-dou, CHEN Wei-zhong, YANG Jian-ping, TAN Xian-jun, ZHOU X. Experimental research on strength characteristic of brittle rock unloading confining pressure[J]. , 2009, 30(9): 2588 -2594 .
[2] SONG Xin-jiang，QIAN Cai-fu，WU Shi-yu. Treating drainage well boundary in seepage field calculation by finite element method[J]. , 2011, 32(7): 2162 -2170 .
[3] XU Kai, LEI Xue-wen, MENG Qing-shan, LIANG Peng. Study of non-Darcy seepage fields of rockfill dams[J]. , 2011, 32(S2): 562 -567 .
[4] JIANG Xin，LIU Jin-nan，HUANG Ming-xing，QIU Yan-jun. Numerical simulation of embankment on sloped weak ground reinforced by anti-slide piles[J]. , 2012, 33(4): 1261 -1267 .
[5] FANG Tao , LIU Xin-rong , GENG Da-xin , LUO Zhao , JI Xiao-tuan , ZHENG Ming-xin . Model testing study of vertical bearing behaviors for large diameter pile with variable cross-section (I)[J]. , 2012, 33(10): 2947 -2952 .
[6] LI Jie ，LI Wen-pei ，SHI Cun-cheng ，WANG De-rong ，FAN Peng-xian . Research on stress state of circular openings based on shearing slip[J]. , 2012, 33(11): 3271 -3277 .
[7] ZHAO Yang ，ZHOU Hui ，FENG Xia-ting ，SHAO Jian-fu ，JIANG Quan ，. Particle crushing and shear behaviour of an infilled joint soil under different conditions[J]. , 2013, 34(1): 13 -22 .
[8] HUANG Jun-jie ，SU Qian ，ZHONG Biao ，BAI Hao ，WANG Wu-bin . Deformation failure characteristics and influential factors of subgrade upon slope in permafrost area[J]. , 2013, 34(3): 703 -710 .
[9] HUANG Jun-yu , XU Song-lin , WANG Dao-rong , HU Shi-sheng . Investigation on dynamic multiscale model for brittle granular materials[J]. , 2013, 34(4): 922 -932 .
[10] HU Wan-yu ，CHEN Xiang-hao ，LIN Jiang ，KUANG Lei-qiang . In-situ drilling tests of seepage in gravel soil core wall during the first impoundment in Pubugou hydropower station[J]. , 2013, 34(5): 1259 -1263 .
Copyright © Rock and Soil Mechanics, All Rights Reserved.
Tel: 027-87198484, 87199252, 87199253, 87198752　E-mail: ytlx@whrsm.ac.cn
Powered by Beijing Magtech Co. Ltd