|
|
|
|
|
Breno Padovezi Rocha, Isabela Augusto Silveira, Roger Augusto Rodrigues, Paulo Cesar Lodi and Heraldo Luiz Giacheti
Collapsible soils are unsaturated low-density soils that undergo abrupt settlement when flooded without any increase in the in-situ stress level. The first stage of the site characterization is identifying collapsible soils, since these are problematic s...
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
|
|
|
|
|
|
|
|
|
|
|
Wen-Long Lin, Zhen Wang, Fei Liu and Jiang-Tao Yi
Subjected to pre-load, spudcan foundations, widely utilized to support offshore jack-up rigs, may penetrate in a few diameters into soft clays before mobilizing sufficient resistance from soil. While its stress?strain behavior is known to be affected by ...
ver más
|
|
|
|
|
|
|
|
|
|
|
Qi Wu, Qingrui Lu, Qizhou Guo, Kai Zhao, Pen Chen and Guoxing Chen
The significance of small-strain stiffness (Gmax) of saturated composite soils are still of great concern in practice, due to the complex influence of fines on soil fabric. This paper presents an experimental investigation conducted through comprehensive...
ver más
|
|
|
|
|
|
|
|
|
|
|
Jesús Fernández Ruiz, Luis Medina Rodríguez
Pág. 53 - 61
In the last few years, different numerical models for the study of railwayvibrations in tunnels have been developed. Virtually all of them assumean elastic and linear behaviour of the soil. In this article the influenceof soil constitutive model is inves...
ver más
|
|
|
|
|
|
|
|
|
|
|
Q. HUNG TRUONG, JONG-SUB LEE, YI DONG and TAE SUP YUN
Pág. 713 - 721
|
|
|
|
|
|
|
|
|
|
|
J. Lee, D. Kyung, B. Kim and M. Prezzi
Pág. 545
|
|
|
|
|
|