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한국건축시공학회 / v.1, no.1, 2001년, pp.160-168 
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연약지반의 심층혼합처리공법의 시공효과
( Effects of Deep Mixed Method Construction Within the Soft ground ) |
| 정진섭;양극영;; 원광대학교 공과대학;원광대학교 공과대학;중국;
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| 초 록 |
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| This study aims at the development of computer program for the deformation analysis of soft ground, and using this computer program, study the constraint effect of deformation heaving, lateral displacement of the soft ground reinforced with improvement of soft ground up to hard strata, under intact state(natural). The following results are obtained. 1. Improvement of soft ground to the hard strata works well against the settlement of neighboring ground. 2. the larger the rigidity or width of improvement of layer to hard strata is, the less settlement occurs. 3. Improvement of soft ground to the hard strata is of no use. |
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| 키워드 |
| 수정 Cam-Clay 모델;구성식;심층혼합처리;유한요소법;침하;측방변위; |
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한국건축시공학회지 / v.1, no.1, 2001년, pp.160-168
한국건축시공학회
ISSN : 1598-2033
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO200111921501111)
언어 : 한국어 |
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| 논문 제공 : KISTI 한국과학기술정보연구원 |
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