| Article ID | Journal | Published Year | Pages | File Type |
|---|---|---|---|---|
| 6447983 | Engineering Geology | 2013 | 9 Pages |
Abstract
⺠We carried out the unsaturated direct shear tests under a constant volume condition. ⺠The suction stress derived by applying the SSM was applied to the test results. ⺠The stress paths in unsaturated soil agreed well with the M.C.P. line. ⺠The unsaturated mechanical behaviors can be explained by using the suction stress.
Related Topics
Physical Sciences and Engineering
Earth and Planetary Sciences
Geotechnical Engineering and Engineering Geology
Authors
B.S. Kim, S. Shibuya, S.W. Park, S. Kato,