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拘束壓 및 過壓密比가 점성토의 變形·强度特性에 미치는 影響에 관한 硏究 원문보기
(A) Study on the Deformation and Strength Characteristics of clay by Confining Pressure and O.C.R.

  • 저자

    최차석

  • 학위수여기관

    昌原大學校 大學院

  • 학위구분

    국내석사

  • 학과

    토목공학과

  • 지도교수

  • 발행년도

    2004

  • 총페이지

    60p.

  • 키워드

    구속압 과압밀비 점성토 강도특성;

  • 언어

    kor

  • 원문 URL

    http://www.riss.kr/link?id=T9470702&outLink=K  

  • 초록

    The purpose of this study is to investigate the deformation and strength characteristics of clay by confining pressure and O.C.R by triaxial compression tests. The results are shown as follows. 1. In normally consolidated clay soil of confining pressure, the more σ_(3) is increased, the more internal friction angle is decreased. 2. Within 0.3 ~4.0kgf/㎠ range of σ_(3), internal friction angle has shown confining pressure about 5 ~6. 3. A point of destory, pore-pressure moduls is increased as σ_(3) is getting increase.


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