摘要
对6种含水率、4种不同围压条件下的灰土试样进行了室内不固结、不排水的三轴试验,探讨了不同含水率试样适用的本构模型及其强度变化规律。试验结果表明:灰土的脆塑性受含水率和围压共同制约,不同含水率情况下,灰土的应力-应变关系有着不同的形式,在含水率较低时可采用胡克模型,含水率较高时采用邓肯-张模型更为合理,这一含水率界限应在塑限附近;三七灰土的强度参数均可由含水率和围压给出;所得结论可为三七灰土工程数值模拟计算提供参考,具有工程应用价值。
In order to investigate the suitable constitutive model of different moisture content samples and intensity variation, authors designed multiple unconsolidated and undrained triaxialtests of 6 kinds of moisture contents and 4 different confining pressures. The test results show that brittleness and plasticity of lime-loess is influenced by moisture content and confiningpressure actually, the stress-strain curve changes with the variation of moisture content, Hooke model is applicable when the moisture content is low,on the contrary, Duncan-Chang model canbe only used in a situation of high moisture content, this boundary of moisture content should be near the plastic limit based on those tests, and strength parameters can be given by moisturecontent and confining pressure. The conclusions can provide a reference to the numerical simulation of three-to-seven lime-loess, and have great significance in application engineering.
出处
《建筑科学与工程学报》
CAS
北大核心
2014年第2期112-118,共7页
Journal of Architecture and Civil Engineering
基金
甘肃省自然科学基金项目(3ZSO42-B25-031)
兰州理工大学基金项目
关键词
灰土
应力-应变曲线
强度
初始弹性模量
脆塑性
含水率
邓肯-张模型
lime-loess
stress-strain curve
intensity
initial elastic modulus
brittleness and plas-ticity
moisture content
Duncan-Chang model
