Leaching Column Tests on Arsenic-Soil Interactions

Author(s):  
B. K. Tan ◽  
R. N. Yong ◽  
H. R. Thomas
Keyword(s):  
Author(s):  
Tomohiro Kato ◽  
Lincoln W. Gathuka ◽  
Takaomi Okada ◽  
Atsushi Takai ◽  
Takeshi Katsumi ◽  
...  
Keyword(s):  

2017 ◽  
Vol 143 (2) ◽  
pp. 04016083 ◽  
Author(s):  
Teshome L. Yami ◽  
Jim F. Chamberlain ◽  
Elizabeth C. Butler ◽  
David A. Sabatini

2017 ◽  
Vol 605-606 ◽  
pp. 166-171
Author(s):  
Tomas Custodio ◽  
Jose Garcia ◽  
Jasmina Markovski ◽  
James McKay Gifford ◽  
Kiril D. Hristovski ◽  
...  

Author(s):  
Xianwei Zhang ◽  
Xinyu Liu ◽  
Lingwei Kong ◽  
Gang Wang ◽  
Cheng Chen

Most previous studies have focused on the small strain stiffness of sedimentary soil while little attention has been given to residual soils with different properties. Most studies also neglected the effects of the deviator stress, which is extensively involved in civil engineering. This note considers the effects of the deviator stress on the small-strain stiffness of natural granite residual soil (GRS) as established from resonant column tests performed under various stress ratios. Although increasing the stress ratio results in a greater maximum shear modulus for both natural and remolded residual soils, remolded soil is more sensitive to changes in the stress ratio, which highlights the effects of soil cementation. The data herein offers new insights to understand the stiffness of residual soil and other weathered geomaterials.


2018 ◽  
Vol 25 (34) ◽  
pp. 34674-34683 ◽  
Author(s):  
Jinpeng Yan ◽  
Yingwen Xue ◽  
Li Long ◽  
Yifan Zeng ◽  
Xiaolan Hu

2008 ◽  
Vol 12 (2) ◽  
pp. 151-157 ◽  
Author(s):  
Mi-Sun Lim ◽  
In Wook Yeo ◽  
Yul Roh ◽  
Kang-Kun Lee ◽  
Myung Chae Jung

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