|
|
|
한국지반공학회 / v.3, no.2, 1987년, pp.41-54 
|
정규압밀잡토의 비배수전단강도에 미치는 압밀방법의 영향
( Effect of Consolidation Methods on Shear Strength of Normally Consolidated Clay ) |
| 홍원표; 정회원, 중실대학교 공과대학 토목공학과;
|
|
|
 |
|
| |
| 초 록 |
|
|
| Although natural soil deposits hat.e been consolidated under Ko-stress system, the soil behavior has been predicted in laboratory from the results of tests performed on specimens consolidated under an isotropic stress s).stem. A series of undrained triaxial compression tests are performed on remolded specimens of clay consolidated under both types of stress systems, and the results at.e compared. One dimensional consolidation history induces anisotropy in clalrs, which is called as the stress induced anisotropy. However, if the clays would be reconsolidated under isotropic stress system. the anisotropy of undrained stress비h would be decreased with decrease of overconsolidation ratio. Undrained shear strength of norma]Iy consolidated clay depends on consolidation methods. Both the Rutledge hypothesis and the study of Henkel and Sowa do not agree with the test results obtained in this paper. In addition, a new theory is explained about the relationships between consolidation stresses, water contents and undiained shear strength. |
| |
| 키워드 |
|
| |
|
|
|
|
한국지반공학회지:지반 / v.3, no.2, 1987년, pp.41-54
한국지반공학회
ISSN : 1229-215X
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO198711920442953)
언어 : 한국어 |
|
| 논문 제공 : KISTI 한국과학기술정보연구원 |
|
|
|
|
|
|
