[图书][B] Excavations and foundations in soft soils

HG Kempfert - 2006 - Springer
The book is about soft soil engineering and is intended to serve the practicing as well as the
research engineers. The planning, design and construction of excavations and foundations …

Effect of particle shape on angle of internal friction by triaxial compression test

K Shinohara, M Oida, B Golman - Powder technology, 2000 - Elsevier
The effect of particle shape on the angle of internal friction of fine powders was investigated
by triaxial compression test. Angular stainless steel powder was processed toward …

Effect of stress path on mechanical behaviours of frozen subgrade soil

M Shen, Z Zhou, S Zhang - Road Materials and Pavement Design, 2022 - Taylor & Francis
This paper presents a systematical investigation on the mechanical behaviours of frozen
subgrade soil under various stress paths. A series of triaxial compression tests under six …

[PDF][PDF] 采用分数阶导数描述软黏土蠕变的模型

何利军, 孔令伟, 吴文军, 张先伟, 蔡羽 - 2011 - researchgate.net
按遗传流变理论来推导软黏土的蠕变模型, 提出了一种新的蠕变核函数形式的选取方法,
即用修正Burgers 模型的导数形式作为蠕变核函数, 随着参数取值的不同 …

Multidisciplinary investigations on three rock glaciers in the Swiss Alps: Legacies and future perspectives

SM Springman, LU Arenson, Y Yamamoto… - … Annaler: Series A …, 2012 - Taylor & Francis
This paper recognizes the contribution of Professor Wilfried Haeberli for his inspiration and
leadership in the field of permafrost science and his generous encouragement, both direct …

Predicting the earth pressure on integral bridge abutments

AG Bloodworth, M Xu, JR Banks… - Journal of Bridge …, 2012 - ascelibrary.org
The soil adjacent to integral bridge abutments experiences daily and annual temperature-
induced cyclic loading owing to expansion and contraction of the bridge deck. This causes a …

Tunnel failure mechanism during loading and unloading processes through physical model testing and DEM simulation

Y Xiang, Z Zeng, Y Xiang, E Abi, Y Zheng, H Yuan - Scientific Reports, 2021 - nature.com
Geo-materials may present varying mechanical properties under different stress paths,
especially for tunnel excavation, which is typically characterized by the decreased radial …

Consolidation and settlement of soft clay

AS Balasubramaniam, RP Brenner - 1981 - Elsevier
All soils are compressible, in that they undergo volume changes when they are subjected to
changes in the stresses applied to them. The resulting compressions can be particularly …

The earth pressure behind full-height frame integral abutments supporting granular fill

M Xu, CRI Clayton… - Canadian geotechnical …, 2007 - cdnsciencepub.com
Contrairement aux ponts conventionnels, les ponts intégraux n'ont pas d'appuis ou de joints
entre le tablier et les culées, et ainsi ils peuvent réduire de façon significative les exigences …

[引用][C] 开挖卸荷状态下深基坑变形特性研究

陈昆, 闫澍旺, 孙立强, 王亚雯 - 岩土力学, 2016