摘要
为了解不同应力路径下,昆明新机场石灰岩碎石填料的力学特性及该填料力学特性受水影响的程度,采用大型三轴试验机,对该填料进行不同应力路径下的三轴试验及等3压缩应力路径下的干湿对比试验。结果表明:1≥0时,围压和应力比k(即小主应力增量与大主应力增量的比值)增大,试件峰值应力及初始模量亦增大,但剪胀逐渐受到抑制;石灰岩碎石的剪胀及剪缩特性与应力路径有很强的相关性;石灰岩碎石的强度非线性特征显著,围压减小的应力路径下,试件剪切强度比等3应力路径下略低;水对石灰岩碎石的剪切强度、初始模量及剪胀性有较大影响。该文的试验成果可为构建考虑应力路径影响的高填方粗颗粒填料本构模型提供试验基础。
In order to acquire mechanical properties of the broken limestone of Kunming new airport as well as that affected by water, large scale triaxial tests were conducted. Both triaxial tests under various stress paths and contrast tests of constant σ＇3 compression under dry and wet conditions were carried out. The test results show that peak stress and initial modulus, under the condition of △σ1＇≥0, increase as confining pressure or stress ratio k （the ratio of minor principal stress increment to maximum principal stress increment） increases, while the dilatancy is restrained gradually. Furthermore, dilatancy and shrinkage behaviors of broken limestone are strongly related with the stress paths. The shear strength of broken limestone is of high nonlinearity. The shear strength under the stress path of reducing confining pressure is slightly lower than that under constant σ＇3. Finally, water has considerable influence on the shear strength, initial modulus and dilatancy of broken limestone. This research provides experimental basis for establishing constitutive models of coarse-grained fills, considering the influence of various stress paths.
出处
《工程力学》
EI
CSCD
北大核心
2012年第8期195-201,共7页
Engineering Mechanics
基金
国家863计划项目(2007AA11Z113)
国家自然科学基金项目(50978140)
教育部博士点新教师基金项目(200800031061)
关键词
高填方
石灰岩碎石
应力路径
大型三轴试验
剪胀
剪切强度
high fills
broken limestone
stress paths
large scale triaxial test
dilatancy
shear strength
作者简介
陈金锋（1978-），男，湖南益阳人，讲师，博士生，主要从事岩土力学的试验研究及理论分析（E—mail：chen-jf06@mails．tsinghua．edu.cn）；
徐明（1974-），男，湖北孝感人，副教授，博士，硕导，主要从事岩土力学的试验研究及理论分析（E-mail：mingxu@mail．tsinghua．edu．cn）
宋二祥（1957-），男，河北博野人，教授，博士，博导，主要从事地基基础、基坑支护及地下结构等方面的研究rE—mail：songex@tsinghua．edu．cn）．
曹光栩（1982-），男，河北沧州人，博士生，主要从事岩土力学的试验研究及理论分析（E—mail：cgx06@mails．tsinghua．edu．cn）．
