Results 281 to 290 of about 2,243,534 (358)

Probabilistic Analysis of Shallow Passive Trapdoor in Cohesive Soil

Journal of Geotechnical and Geoenvironmental Engineering, 2019
This technical note used the random finite-element method (RFEM) to investigate the influence of soil strength variability on the limit load of a shallow passive trapdoor embedded in cohesi...
Desheng Zhu, D. V. Griffiths, Jinsong Huang, Yufeng Gao, G. Fenton   +4 more
semanticscholar   +1 more source

Erosion resistance of cohesive soils

Journal of Hydraulic Research, 2008
This paper presents experimental results on surface erodibility tests performed with undisturbed and remolded samples of cohesive soils. When subjected to shear stress caused by flowing water, erosion occurs in two distinctive modes: particle erosion and mass erosion.
Tarek Salaheldin Mostafa, Jasim Imran, M. Hanif Chaudhry, Irwin B. Kahn   +3 more
openaire   +2 more sources

Effect of Biopolymeric Stabilization on the Strength and Compressibility Characteristics of Cohesive Soil

Journal of materials in civil engineering, 2022
K. V. Vydehi, A. Moghal
semanticscholar   +1 more source

Effects of loading obliquity on field performance of rocking shallow foundations in cohesive soil

, 2019
This paper presents a field study of obliquely loaded rocking shallow foundations resting on cohesive soil.
K. Sharma, L. Deng
semanticscholar   +1 more source

LIME STABILIZED MALAYSIAN COHESIVE SOILS

Malaysian Journal of Civil Engineering, 2018
This paper highlights the essential tests for assessing the suitability of lime forstabilizing soils and typical changes in soil characteristics due to modification and stabilizationprocesses with respect to mineralogical influences. The reasoning behind the mechanism of limeclay reaction on the compressive strength development of stabilized soils has ...
Khairul Anuar Kassim, Kok Kai Chern
openaire   +1 more source

Uplift Resistance of Cohesive Soils

Journal of the Geotechnical Engineering Division, 1977
Effects of vertical uplift forces on circular anchors in purely cohesive soils are considered. Model tests indicate a general type of ultimate uplift failure in shallow anchors, occurring by yielding above and below the anchor due to shear and tensile stresses and cracking in the soil. Existing shallow anchor theories, although in substantial agreement
John R. Davie, Hugh B. Sutherland
openaire   +1 more source

Experimental Study on Endurance Performance of Lime and Cement-Treated Cohesive Soil

KSCE Journal of Civil Engineering, 2021
M. Aziz, F. N. Sheikh, M. Qureshi, A. Rasool, M. Irfan   +4 more
semanticscholar   +1 more source

An efficient method for determining DEM parameters of a loose cohesive soil modelled using hysteretic spring and linear cohesion contact models

Biosystems Engineering, 2022
Xuezhen Wang, Qingkai Zhang, Yuxiang Huang, Jiangtao Ji   +3 more
semanticscholar   +1 more source

Dynamic performance of driven and helical piles in cohesive soil

Acta Geotechnica, 2022
A. Hussein, M. E. El Naggar
semanticscholar   +1 more source

Modelling of Cohesive Soils: Soil Element Behaviors

2017
The strain space multiple mechanism model, which was originally developed for the cyclic behavior of granular materials such as sand, is adapted to idealize the stress–strain behavior of clay under monotonic and cyclic loads. Compared to the conventional elasto-plastic models of the Cam-clay type, advantages of the proposed model include (1) the ...
Tomohiro Nakahara, Kyohei Ueda, Susumu Iai   +2 more
openaire   +1 more source