|
|
|
|
|
Xinlong Zhou, Dashun Fu, Juan Wan, Henglin Xiao, Xinyue He, Zhengxuan Li and Qixiang Deng
Vegetation slope protection plays an important role in improving the slope stability and protecting the environment. In this study, the mechanical properties of root?soil composites in different growth periods and their effects on slope stability were in...
ver más
|
|
|
|
|
|
|
|
|
|
|
Wenbo Chen, Dingli Zhang, Qian Fang, Xuanhao Chen and Tong Xu
The small strain theory underestimates the self-bearing capacity of rock masses, especially for a soft rock tunnel under high geostress. To perform an efficient and accurate calculation and provide a reference for the stiffness design of a tunnel, the fi...
ver más
|
|
|
|
|
|
|
|
|
|
|
Muhammad Rehan Hakro, Aneel Kumar, Zaheer Almani, Mujahid Ali, Fahid Aslam, Roman Fediuk, Sergey Klyuev, Alexander Klyuev and Linar Sabitov
Numerical modelling can simulate the interaction between structural elements and the soil continuum in a piled-raft foundation. The present work utilized a two-dimensional finite element Plaxis 2D software to investigate the settlement, swelling, and str...
ver más
|
|
|
|
|
|
|
|
|
|
|
Gildas Yaovi Amouzou and Azzeddine Soulaïmani
Two numerical algorithms for solving elastoplastic problems with the finite element method are presented. The first deals with the implementation of the return mapping algorithm and is based on a fixed-point algorithm. This method rewrites the system of ...
ver más
|
|
|
|
|
|
|
|
|
|
|
Hong-xin Guan, Hao-qing Wang, Hao Liu, Jia-jun Yan and Miao Lin
Since the effect of intermediate principal stress on the strength of pavement materials is not entirely clear so far, a proprietary true triaxial apparatus was developed to simulate the spatial status of principal stresses to conduct compressive strength...
ver más
|
|
|
|
|
|
|
|
|
|
|
Gina S. Mohr, Donald R. Lichtenstein, & Chris Janiszewski
|
|
|
|
|
|
|
|
|
|
|
J. M. Bairán,A. R. Marí,S. Mohr
Pág. 65 - 77
El análisis tradicional de estructuras reticulares se basa en las teorías clásicas de vigas cuyas hipótesis de partida implican la única existencia de tensiones normales en la sección transversal o, en algunos casos, también tensiones tangenciales con si...
ver más
|
|
|
|
|
|