参考文献/References:
[1] BishopAW,AlpanI,BlightGE,etal.Factorscontrolling
theshearstrengthofpartlysaturatedcohesivesoil[C]//ASCE
Res.Conf.ShearStrengthofCohesiveSoils.Universityof
Colordo,Boulder,1960:503-532.
[2] FredlundDG,MorgensternNR,WildgerRA.Theshear
strengthofunsaturatedsoils[J].Can.Geotech.,1978,15
(3):313-321.
[3] 卢肇钧,等.非饱和土的抗剪强度与膨胀压力[J].岩土
工程学报,1992,(3):1-8.
[4] 缪林昌,殷宗泽.非饱和土的抗剪强度[J].岩土力学,
1999,20(3):1-6.
[5] 沈珠江.广义吸力和非饱和土的统一变形理论[J].岩
土工程学报,1996,18(2):1-9.
[6] YuShenggang,MaYongfeng,WangZhao.Thefeatureof
suctionandhyperbolamodelforshearstrengthofunsaturated
soil[C]//ProceedingoftheSecondInternationalConference
onUnsaturatedSoils,Beijing,1998.
[7] 龚壁卫.非饱和击实膨胀土总应力强度探讨[J].长江
科学院院报,1998,15(13):40-42.
[8] 陈可,缪林昌,崔颖.不同干密度非饱和膨胀土的
三轴试验研究[J].岩土力学,2005,26(S1):87-90.
[9] 杨和平,张锐,郑健龙.非饱和膨胀土总强度指标随
饱和度的变化规律[J].土木工程学报,2006,39(4):58-
62.
[10] 王丽,梁鸿.含水率对粉质黏土抗剪强度的影响
研究[J].内蒙古农业大学学报,2009,30(1):170-173.
[11] 缪林昌,仲晓晨,殷宗泽.膨胀土的强度与含水量的关
系[J].岩土力学,1999,20(2):71-75
[12] 凌华,殷宗泽.非饱和土强度随含水率变化[J].岩
石力学与工程学报,2007,26(7):1499-1503.
[13] 凌华,殷宗泽,蔡正银.非饱和土的应力—函数率—
应变关系试验研究[J].岩土力学,2008,29(3):651-
655.
[14] 缪林昌,殷宗泽,刘松玉.非饱和膨胀土强度特性的常
规三轴试验研究[J].东南大学学报,2000,30(1):122-
125.
[15] ZhanLiangtong.Fieldandlaboratorystudyofanunsaturated
expansivesoilassociatedwithrain-inducedslopeinstability
[D].HongKong:TheHongKongUniversityofScience
andTechnology,2003.
[16] MelindaF,RahardjoH,HanKK,etal.Shearstrengthof
compactedsoilunderinfiltrationcondition[J].Journalof
GeotechnicalandGeoenvironmentalEngineering, ASCE,
2004,130(GT8):807-817.
[17] FredlundDG,MorgensternMR.Stressstatevariablesfor
unsaturatedsoils[J].GeotechnicalEnginneeringDvision,
ASCE,1977,103(GT5):447-466