Deformation of pavement subgrade subjected to traffic loads considering multi-direction principal stress rotation

Autor: Xiang Li, Yunming Yang, Juntian Wang, Qihao Yu, Haisui Yu

Publikováno v: Soil Dynamics and Earthquake Engineering. 162:107480

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::4e52da54c6e07f207c6eb5759d06d53c
https://doi.org/10.1016/j.soildyn.2022.107480

Analysis and prediction of ground deformation in Yinxi Industrial Park based on time-series InSAR technology.

Autor: Zhang H; Northwest Institute of Eco-Environment and Resources, CAS, Lanzhou, Gansu, China. 1027042853@qq.com., Dang X; School of Civil Engineering, Lanzhou University of Technology, Lanzhou, Gansu, China.; Gansu Emergency Surveying and Mapping Engineering Research Center, Lanzhou University of Technology, Lanzhou, Gansu, China.; Lanzhou University of Technology Architectural Survey and Design Institute Limited Liability Company, Lanzhou, Gansu, China., Zhao J; Department of Geologic Engineering, Qinghai University, Xining, Qinghai, China., Lu M; Beijing Piesat Information Technology Co. Ltd, Beijing, China.

Publikováno v: Environmental monitoring and assessment [Environ Monit Assess] 2024 Mar 12; Vol. 196 (4), pp. 359. Date of Electronic Publication: 2024 Mar 12.

A Soil Model Considering Principal Stress Rotations.

Autor: Yang, Y. M., Yu, Hai-Sui

Publikováno v: Soil Behavior & Geomechanics; 2014, p577-586, 10p

Direct Methods for Limit State of Materials and Structures : Advanced Computational Algorithms and Material Modelling

Autor: Giovanni Garcea, Dieter Weichert

This book provides an overview of direct methods, such as limit and shakedown analysis, which are intended for avoiding cumbersome step-by-step calculations to determine the limit states of mechanical structures under monotone, cyclic or variable act