Friction and maximum dilatancy angles of granular soils incorporating low plastic fines and depositional techniques effects

2021 ◽  
pp. 1-23
Author(s):  
Youcef Mahmoudi ◽  
Abdellah Cherif Taiba ◽  
Leila Hazout ◽  
Mostefa Belkhatir
Keyword(s):  
Granular Soils

scholarly journals Quantifying and modelling fabric anisotropy of granular soils

Géotechnique ◽  
2008 ◽  
Vol 58 (4) ◽  
pp. 237-248 ◽  
Author(s):  
Z. X. Yang ◽  
X. S. Li ◽  
J. Yang
Keyword(s):  
Granular Soils ◽  
Fabric Anisotropy

Filtration behaviour of granular soils under cyclic load

Géotechnique ◽  
2008 ◽  
Vol 58 (6) ◽  
pp. 517-522 ◽  
Author(s):  
A. H. M. Kamruzzaman ◽  
A. Haque ◽  
A. Bouazza
Keyword(s):  
Cyclic Load ◽  
Granular Soils

Bearing Capacity Characteristic of Unsaturated Granular Soils

2011 ◽  
Vol 261-263 ◽  
pp. 989-993 ◽  
Author(s):  
Anuchit Uchaipichat ◽  
Ekachai Man Koksung
Keyword(s):  
Bearing Capacity ◽  
Matric Suction ◽  
Ultimate Bearing Capacity ◽  
Experimental Program ◽  
Granular Soils ◽  
Test Results ◽  
High Level ◽  
Unsaturated Granular Soils ◽  
Capacity Characteristic

An experimental program of laboratory bearing tests was performed to characterize the bearing capacity of foundation on unsaturated granular soils. All tests were performed by pushing a circular rod on the surface of compacted sand specimens with different values of matric suction until failure. The test results show an increase in ultimate bearing capacity with increasing matric suction at low suction value but a decrease in that at high level of suction. The comparisons between the test results and simulations using the expressions proposed in this paper are presented and discussed. Good agreements are achieved for all testing values of suction.

Liquefaction of saturated loose and cemented granular soils

2008 ◽  
Vol 184 (2) ◽  
pp. 254-265 ◽  
Author(s):  
M. Zeghal ◽  
U. El Shamy
Keyword(s):  
Granular Soils
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