the back-analysis method of the average shearing strength of the slip zone soils with multi-sections is discussed. Secondly
a back- analysis method of considering different slip segments with different shearing strength indexes is brought forward according to the difference of the matter components or whether eroded by groundwater in landslides. A practical example is introduced by using the two methods. Meanwhile
the landslide thrusts of a section calculated by utilizing the two kinds of shearing strength indexes are compared and analyzed. The results show that the calculation precision of the former is still comparatively reliable in landslide control and design when landslides are simple and in small scale. However the latter will be more reasonable and reliable in control and design of large or medium scale landslides as well as complicated ones.
Back-analysis of indexes of shearing strength of slip zone with multi-sections
Mechanism and simplified calculation method for landslide thrust distribution under horizontal soil arching between adjacent piles
Experimental study of wetting expansibility and mechanical properties of weak expansive soil in Nanyang section of South-to-North Water Diversion Project
Study of landslide thrust distribution law of row of piles in reinforced landslide with polygonal line slip surface
Determination of mechanical parameters of rock mass at a high arch dam on Yellow River
Related Author
DAI Zi-hang
CHENG Ai-cai
ZHANG Yu-kai
ZHANG Xing-wang
YANG Xiao-hui
ZHU Yan-peng
CHENG Dong
LI Zong-kun
Related Institution
福州大学 环境与资源学院
Western Center of Disaster Mitigation in Civil Engineering of Ministry of Education, Lanzhou University of Technology
School of Civil and Hydraulic Engineering, Lanzhou University of Technology
Key Laboratory of Hydraulic Engineering Safety Technique of Henan Province, Henan Provincial Water Conservancy Research Institute
School of Water Conservancy and Environmental Engineering, Zhengzhou University