DEFORMATION MONITORING AND STABILITY ANALYSIS OF AN UNSTABLE SLOPE IN CHONGQING CITY

CHEN Xiao-yang; ZHANG Hong-yang; JI Dong; MAO Shi-long

2011 Vol. 17, No. 4

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CHEN Xiao-yang, ZHANG Hong-yang, JI Dong, MAO Shi-long. DEFORMATION MONITORING AND STABILITY ANALYSIS OF AN UNSTABLE SLOPE IN CHONGQING CITY[J]. Journal of Geomechanics, 2011, 17(4): 402-409.

Citation:

CHEN Xiao-yang, ZHANG Hong-yang, JI Dong, MAO Shi-long. DEFORMATION MONITORING AND STABILITY ANALYSIS OF AN UNSTABLE SLOPE IN CHONGQING CITY[J]. Journal of Geomechanics, 2011, 17(4): 402-409.

DEFORMATION MONITORING AND STABILITY ANALYSIS OF AN UNSTABLE SLOPE IN CHONGQING CITY

1.
School of Civil and Environmental Engineering, University of Science and Technology Beijing, Beijing 100083, China
2.
Chengdu University of Technology, Chengdu 610059, China

Received Date: 12 March 2011

Publish Date: 25 December 2011

Abstract

Abstract

The unstable slope is located in the cantonal of Chongqing City, where large foundation excavation will be carried out in the influenced scope. Analysis on stability must be taken for construction safety. On the basis of previous studies, combined with field investigation, the geological environment of this study area is summarized. By analyzing the measured monitoring data, the displacement characteristics of the monitoring point is studied. To know the deformation of unstable slopes, FLAC-3D numerical simulation is adopted to obtain soil parameters by the comparison of monitoring curves and numerical results. Finally, based on limit equilibrium theory and strength reduction method, the evaluation results of stability are studied for natural state of unstable slopes and excavation.
- unstable slope /
- deformation monitoring /
- strength reduction method /
- numerical simulation /
- analysis on stability

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References

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