岩石力学与工程学报
巖石力學與工程學報
암석역학여공정학보
CHINESE JOURNAL OF ROCK MECHANICS AND ENGINEERING
2009年
z2期
3808-3814
,共7页
岩土力学%非饱和黏土%基质吸力%变形%抗剪强度%三轴试验
巖土力學%非飽和黏土%基質吸力%變形%抗剪彊度%三軸試驗
암토역학%비포화점토%기질흡력%변형%항전강도%삼축시험
rock and soil mechanics%unsaturated clay%matric suction%deformation%shear strength%triaxial test
利用双压力室非饱和三轴仪,进行非饱和黏土脱湿、等吸力固结和排水剪切试验,研究非饱和黏土的体变、屈服和强度特性,结果表明:在低吸力范围内,非饱和黏土在脱湿过程中的体积收缩呈弹塑性体变性状,验证了非饱和土本构模型中SI屈服曲线的存在;在等吸力固结试验中,黏土固结屈服应力随着吸力增加而增加,LC屈服曲线呈二次抛物线变化,固结压力的增长比基质吸力的增长对体变性状的影响效应要大.在剪切试验中,非饱和黏土应力应变关系依赖于净围压和基质吸力的不同组合,基质吸力增强土体应力-应变关系的硬化特性;在不同的吸力条件下,固结排水剪的有效内摩擦角基本不变,黏聚力的增长与吸力的增长基本呈线性关系.
利用雙壓力室非飽和三軸儀,進行非飽和黏土脫濕、等吸力固結和排水剪切試驗,研究非飽和黏土的體變、屈服和彊度特性,結果錶明:在低吸力範圍內,非飽和黏土在脫濕過程中的體積收縮呈彈塑性體變性狀,驗證瞭非飽和土本構模型中SI屈服麯線的存在;在等吸力固結試驗中,黏土固結屈服應力隨著吸力增加而增加,LC屈服麯線呈二次拋物線變化,固結壓力的增長比基質吸力的增長對體變性狀的影響效應要大.在剪切試驗中,非飽和黏土應力應變關繫依賴于淨圍壓和基質吸力的不同組閤,基質吸力增彊土體應力-應變關繫的硬化特性;在不同的吸力條件下,固結排水剪的有效內摩抆角基本不變,黏聚力的增長與吸力的增長基本呈線性關繫.
이용쌍압력실비포화삼축의,진행비포화점토탈습、등흡력고결화배수전절시험,연구비포화점토적체변、굴복화강도특성,결과표명:재저흡력범위내,비포화점토재탈습과정중적체적수축정탄소성체변성상,험증료비포화토본구모형중SI굴복곡선적존재;재등흡력고결시험중,점토고결굴복응력수착흡력증가이증가,LC굴복곡선정이차포물선변화,고결압력적증장비기질흡력적증장대체변성상적영향효응요대.재전절시험중,비포화점토응력응변관계의뢰우정위압화기질흡력적불동조합,기질흡력증강토체응력-응변관계적경화특성;재불동적흡력조건하,고결배수전적유효내마찰각기본불변,점취력적증장여흡력적증장기본정선성관계.
A series of triaxial tests were carried out using double-cell triaxial system for unsaturated soils to investigate the behavior of volume change,yield and strength of unsaturated clays. The stress paths included drying with isotropic stress,isotropic compression and shearing with controlled suction. The results show that the clay exhibited an elasto-plastic shrinkage upon drying with low suction,indicating the existence of the suction- increase(SI) yield locus. During isotropic compression,the yield stress increases with increase of suction and the loading collapse(LC) yield curve changes parabolically. Increasement of net normal stress has more significant effect on the behavior of volumetric change than that of matric suction. The stress-strain relationship depends on the combinational style of net normal stress and matric suction,and suction enhances the stress-strain stiffness feature during triaxial shear test. Under conditions of different values of constant suctions,the effective friction angle is approximate a constant,and cohesion coefficient versus suction relationship is approximately linear.