Starting-elastic-impulsive acceleration mechanism of high-speed rockslide and elastic-impulsive velocity calculation: Taking Jiweishan rockslide in Wulong, Chongqing for example
|更新时间:2026-06-25
|
Starting-elastic-impulsive acceleration mechanism of high-speed rockslide and elastic-impulsive velocity calculation: Taking Jiweishan rockslide in Wulong, Chongqing for example
Vol. 35, Issue 7, (2014)
作者机构:
1. 中国地质大学(武汉)教育部长江三峡库区地质灾害研究中心,武汉,430074
2. 中国地质大学(武汉)工程学院,武汉,430074
作者简介:
基金信息:
DOI:
CLC:P642
Online First:11 July 2014,
Published:2014
稿件说明:
移动端阅览
ZOU Zong-xing, TANG Hui-ming, XIONG Cheng-ren, et al. Starting-elastic-impulsive acceleration mechanism of high-speed rockslide and elastic-impulsive velocity calculation: Taking Jiweishan rockslide in Wulong, Chongqing for example[J]. 2014, 35(7).
DOI:
ZOU Zong-xing, TANG Hui-ming, XIONG Cheng-ren, et al. Starting-elastic-impulsive acceleration mechanism of high-speed rockslide and elastic-impulsive velocity calculation: Taking Jiweishan rockslide in Wulong, Chongqing for example[J]. 2014, 35(7).DOI:
Starting-elastic-impulsive acceleration mechanism of high-speed rockslide and elastic-impulsive velocity calculation: Taking Jiweishan rockslide in Wulong, Chongqing for example
Starting-elastic-impulsive acceleration mechanism of high-speed rockslide is the foundation of carrying out the research of full course dynamics mechanism of high-speed rockslide. The starting-elastic-impulsive acceleration mechanism of high-speed rockslide is systematically expounded and attributed to two acceleration effects of energy release of sliding zone and energy release of locking block. In order to explore the releasing law of elastic strain energy in rock
cyclic loading and unloading tests of rock are carried out. Meanwhile
the results are applied to calculate the releasable elastic energy for determining elastic-impulsive velocity. Considering the problems in determining the elastic-impulsive velocity in current methods
a new formula for calculating starting-elastic-impulsive velocity is deduced based on the constitutive equation of the sliding zone and the releasing law of elastic strain energy in rock. Jiweishan rockslide is studied using this new method. The results show that starting kinetic energy is mainly provided by the elastic energy of sliding zone rather than the elastic energy of locking block. The total starting-elastic-impulsive velocity of Jiweishan rockslide is 1.261 1 m/s. Finally
the extreme velocity ranges from 2.6 to 4.4 m/s obtained by a generalized sliding model.
Engineering characteristics of xanthan gum improved sandy slope soil and slope ecological protection mechanism
Related Author
LUO Gang
ZHANG Hui-ao
MA Guo-tao
ZHOU Hai-wen
HU Xie-wen
WANG Wen-jian
WANG Wen-pei
Related Institution
Faculty of Geosciences and Environmental Engineering, Southwest Jiaotong University
Engineering Laboratory Combined with National and Local of Spatial Information Technology of High Speed Railway Operation Safety, Southwest Jiaotong University
Tribology Research Institute, Southwest Jiaotong University
China Institute of Geological Environment Monitoring