화강풍화토의 응력-변형률 거동특성에 관한 실험적 연구
Stress-Strain Behavior Characteristics of Weathered Residual Granite Soils
- 주제(KDC) 104.000
- 발행기관 東新大學校 工業技術硏究所
- 발행년도 1998
- 총서유형 Journal
- 본문언어 한국어
초록/요약
This study aims at investigating the stress-strain behavior characteristics (of the weathered residual granite soil with variation of the initial water content and the dry unit weight under drained and undrained conditions. Associated with the above-discribed study, isotropic compression tests and triaxial compression tests(CU,CD) with various initial water content and dry unit weight on specimens were performed. Stress-strain behavior of drained test should one from hardening to softening as over consolidated clay does whereas undrained test did hardening-constant one as sedimentary clay did regardless of the initial water content and dry unit weight.
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