Modulus-Suction-Moisture Relationship for Compacted Soils in Postcompaction State-Reference-Cited by-同舟云学术

Modulus-Suction-Moisture Relationship for Compacted Soils in Postcompaction State

Published:2009-10 Issue:10 Volume:135 Page:1390-1403
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Sawangsuriya A.¹²³,Edil T. B.¹²³,Bosscher P. J.¹²³

Affiliation:

1. Civil Engineer, Dept. of Highways, Road and Pavement Design Division, Bureau of Materials, Analysis and Inspection, Bangkok, Thailand.

2. Professor, Dept. of Civil and Environmental Engineering, Univ. of Wisconsin, Madison, WI 53706 (corresponding author).

3. Deceased; formerly, Professor, Dept. of Civil and Environmental Engineering, Univ. of Wisconsin, Madison, WI 53706.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0000108

Reference63 articles.

1. Low Strain Dynamic Properties of Artificially Cemented Sand

2. Bao C. G. Gong B. and Zhan L. (1998). “Properties of unsaturated soils and slope stability of expansive soil.” Proc. 2nd Int. Conf. on Unsaturated Soils International Academic Beijing 71–98.

3. The principle of effective stress;Bishop A. W.;Tecnisk Ukeblad,1959

4. Correspondence

5. Influence of matric suction on the results of plate load tests performed on a lateritic soil deposit;Costa Y. D.;Geotech. Test. J.,2003

Cited by 114 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Evolution of relative density and shear wave velocity in non-compacted embankment layers: Geological long-term monitoring;Engineering Geology;2024-10

2. Field evaluation of moisture-suction regime and modulus of geosynthetic-reinforced soil wall with geo-composite side-drain;Geotextiles and Geomembranes;2024-10

3. Small-strain stiffness of compacted loess upon wetting, drying and loading: Experiments and model interpretation;Transportation Geotechnics;2024-09

4. A new multi-surface plasticity model for cyclic hardening of unsaturated granular soils;Computers and Geotechnics;2024-09

5. Stress-Based Model for Interpreting Shear Wave Velocity from Seismic Cone Penetration Tests in Unsaturated Soil;Geosciences;2024-08-24