| contributor author | Thiam-Soon Tan | |
| contributor author | Fook-Hou Lee | |
| contributor author | Poh-Ting Chong | |
| contributor author | Hiroyuki Tanaka | |
| date accessioned | 2017-05-08T21:27:21Z | |
| date available | 2017-05-08T21:27:21Z | |
| date copyright | November 2002 | |
| date issued | 2002 | |
| identifier other | %28asce%291090-0241%282002%29128%3A11%28898%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/52114 | |
| description abstract | This paper examines results from triaxial unconfined compression tests and undrained compression tests on reconsolidated samples of a Singapore marine clay retrieved using two sampling methods that offer differing quality of samples. Both local internal strain measurements using a Hall-effect transducer and external strain measurements using LVDTs were employed in the triaxial tests. Bender elements were embedded in some of the samples to establish the maximum shear modulus. If the samples are not reconsolidated, the shear strength and stiffness determined from triaxial tests are found to be sensitive to the quality of the samples, and generally lower than that determined by in situ tests. However, if the samples are subjected to isotropic or | |
| publisher | American Society of Civil Engineers | |
| title | Effect of Sampling Disturbance on Properties of Singapore Clay | |
| type | Journal Paper | |
| journal volume | 128 | |
| journal issue | 11 | |
| journal title | Journal of Geotechnical and Geoenvironmental Engineering | |
| identifier doi | 10.1061/(ASCE)1090-0241(2002)128:11(898) | |
| tree | Journal of Geotechnical and Geoenvironmental Engineering:;2002:;Volume ( 128 ):;issue: 011 | |
| contenttype | Fulltext | |
