Titlebook: Advances in Environmental Vibration and Transportation Geodynamics; Proceedings of ISEV Erol Tutumluer,Xiaobin Chen,Yuanjie Xiao Conferenc

Permanent

GROWL

Title Page, Contributors, Preface,nergy dissipation in the process of landslide occurs only on the sliding surface. Although the calculation of energy dissipation could be significantly simplified by employing this assumption, the energy dissipation due to internal friction could not be taken into account in the slope stability anal

鼓掌

Title Page, Contributors, Preface,n Zhangjiakou as a research object, the factors of freezing and thawing times, water content, compaction degree, and freezing negative temperature are investigated. Using an orthogonal test design, freeze–thaw, temperature monitoring, and static triaxial tests are conducted. Significance analysis of

Indebted

Title Page, Contributors, Preface, use this method to calculate the horizontal bearing capacity of anti-slide piles. This paper focuses on the surface weathered foundation and uses the ground coefficient method “c” method as the background. By changing the “c” method, a new algorithm for the horizontal bearing capacity of anti-slide

Factual

Title Page, Contributors, Preface,al parameters normalized by Rayleigh wavelength is investigated to identify key parameters of the buried trench. Three types of the buried barriers depending on the relative position between plate and trench are considered herein: (a) trench with source-oriented plate, (b) T-shape trench and (c) tre

Lime石灰

含水層

chronology

Title Page, Contributors, Preface, been extensively used as subgrade soil in the mountainous region of China. It is of practical value to study the permanent deformation behavior of coarse-grained residual soils subjected to different cyclic stress ratios (CSRs) under their optimal moisture content conditions. This paper presents an

加強防衛(wèi)

Title Page, Contributors, Preface,ndustry concerns on the possibility of pipe damage due to the combination of static downward earth pressure exerted by the excavator arm and dynamic earth pressure induced by the excavator-mounted hydraulic plate compactor. This paper presents the results of a field study that aims to compare the pe

palpitate