|
|
|
한국건축시공학회 / v.1, no.1, 2001년, pp.151-159 
|
성토기초지반의 탄.점소성 거동 특성
( Behavior Characteristics of Embankment Foundation Based on Elasto-Viscoplastics Analysis ) |
| 정진섭;양극영;; 원광대학교 공과대학;원광대학교 공과대학;중국;
|
|
|
 |
|
| |
| 초 록 |
|
|
| This study was performed to investigate the effect of time-dependent creep on the deformation. In the analysis, modified Cam-Clay model was adopted to describe the elastic-plastic behavior of clayey soil. In order to consider effect of creep, the secondary coefficient of consolidation $alpha$ was supplemented to modified Cam-Clay model. To examine the reliability of the program which is developed in this study, the estimated values by this program were compared with the experimental results. The results of the analysis were in good agreement with the observed values in the field. |
| |
| 키워드 |
| 수정 Cam-Clay 모델;구성식;유한요소법;침하;측방변위;간극수압;creep; |
| |
|
|
|
|
한국건축시공학회지 / v.1, no.1, 2001년, pp.151-159
한국건축시공학회
ISSN : 1598-2033
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO200111921501102)
언어 : 한국어 |
|
| 논문 제공 : KISTI 한국과학기술정보연구원 |
|
|
|
|
|
|
