|
|
|
|
|
Hao Wang, Yejiao Wang and Fujie Jin
The swelling-shrinkage behavior of expansive soils under climate changes will cause the crack development, which can be destructive of expansive soil slopes. This study investigated the effect of drying/wetting cycles on the stability of an expansive soi...
ver más
|
|
|
|
|
|
|
|
|
|
|
Zijun Li, Qian Jia, Gang Li, Yu Xu, Junjian Wang and Xiaowei Zhai
A high temperature is the key factor limiting the safe development of deep mine tunnels. By confronting the phenomenon of serious heat exchange between airflow and the surrounding rocks in the tunnel excavation area, a conceptual model of coupled cooling...
ver más
|
|
|
|
|
|
|
|
|
|
|
He Zhao and Wei Zhang
There are few studies on the climate and glacial scale in the mountains east of the Qinghai?Tibet Plateau. So, we used glacial features to determine the range of the area?s paleoglaciers and the equilibrium line altitude (ELA) of theGlA modern and paleog...
ver más
|
|
|
|
|
|
|
|
|
|
|
Cuiping Kuang, Jiadong Fan, Xuejian Han, Hongyi Li, Rufu Qin and Qingping Zou
With the recent development from grey infrastructures to green infrastructures, artificial reefs become more popular in coastal protection projects. To investigate the responses of beach profile evolution to the presence of an artificial reef, a non-hydr...
ver más
|
|
|
|
|
|
|
|
|
|
|
Xuanyang Zhang, Miao Yu, Jiaxin Liang, Chao Yang and Wei Liu
For rectangular section tunnel construction, soil bin pressure fluctuates under biaxial emergence conditions. Support pressure is difficult to uniformly distribute, and it can easily cause instability of the tunneling face. The Silo-wedge model is used t...
ver más
|
|
|
|
|
|
|
|
|
|
|
Mehboob ur Rashid, Waqas Ahmed, Ihtisham Islam, Petros Petrounias, Panagiota P. Giannakopoulou and Nikolaos Koukouzas
Especially in recent years, the study of landslide phenomena is considered as very important because of the effects of climate change. The aim of this paper is to examine the stability of the slope located in Miacher Nagar village along the Hunza River (...
ver más
|
|
|
|
|
|
|
|
|
|
|
Junchao Li, Ruiqi Chen and Haoyu Lin
Slope stability is one of the key engineering problems in the whole lifetime of landfills. In this paper, combined with the wedge limit equilibrium analysis, a landfill stability analysis method based on the actual failure surface is proposed, and the mo...
ver más
|
|
|
|
|
|
|
|
|
|
|
Binaya Raj Pandey, Helmut Knoblauch and Gerald Zenz
Rapid Draw-Down (RDD) in an earthfill dam has serious implications for dam safety regarding slope stability issues. The evaluation of reservoir draw-down impact on slope stability was carried out with the Limit Equilibrium Method (LEM) and stress-based F...
ver más
|
|
|
|
|
|
|
|
|
|
|
Krzysztof Wojciech Fornalski
Every living organism is a physical, complex system which can be modeled by nonlinear dynamical equations in some very narrowed cases. Here we discuss the adoption and potential application of Lotka?Volterra equations (with damping) to simulate, on a ver...
ver más
|
|
|
|
|
|
|
|
|
|
|
Yingfa Lu, Wenqing Sun, Hao Yang, Junjie Jiang and Lier Lu
On the basis of the force and safety factor analysis of traditional retaining walls, a new analytical method of force and displacement of the slope is suggested, the numerical theoretical solution of the stress distribution of the sliding body can be obt...
ver más
|
|
|
|
|
|