structural features and mechanism of a landslide are deeply analysed. A new synthetical method for reasonably determining the shearing strength of landslide is developed. On the basis of the mechanism of landslide and the suitable conditions of each harness measure
through the comparing
Choosing and optimum analysis of many schemes
a harnessing scheme of both safety and economical is proposed.
Calculation method of sliding surface stress based on segmented sliding surface stress measurement system
Evaluation of landslide susceptibility degree based on catastrophe theory
Elastoplastic models and calculation analysis of portal double-row anti-slide piles
Surface displacement field measurement for landslide model test based on computer aided inspection
Experiment results and analysis of landslide monitoring by using GPS PPP technology
Related Author
CHEN Huai-lin
YANG Tao
RAO Yun-kang
ZHANG Zhe
WU Hong-gang
XIE Jiang-wei
TENG Han-qing
SONG Sheng-yuan
Related Institution
State Key Laboratory of Intelligent Construction and Maintenance for Geotechnical and Tunnel Engineering under Extreme Environments, Southwest Jiaotong University
China Northwest Research Institute Co., Ltd., of CREC
China Railway Academy Co., Ltd.
College of Construction Engineering, Jilin University
Three Gorges Survey and Research Institute Co., Ltd..