摘要
为探究冻融循环过程中软土的冻胀融沉规律、力学性质及力学参数特性等,对松花江避暑城战备路工程软土试样进行室内冻融循环试验。通过改变冻融循环次数测定试件体积膨胀与收缩率,并通过室内三轴试验,测得不同冻融循环次数及不同围压条件下的软土抗剪强度。宏观试验数据及微观分析结果表明:软土在冻胀融沉过程中体积变化率随冻融循环次数的增加逐渐增大,6次冻融循环后,土体冻胀率、收缩率基本保持不变,冻胀融沉现象趋于稳定;随着冻融循环次数的增加,软土抗剪强度先增大后减小,且在第6次冻融循环作用下达到最小值,在后续6~15次冻融循环过程中,抗剪强度逐渐增大,且接近冻融循环作用之前的抗剪强度值;冻融循环作用对软土黏聚力c有显著影响,而与内摩擦角φ无相关性。
Indoor cyclic freeze-thaw test was carried out to examine the law of heave and settlement of soft soil under cyclic freezing and thawing as well as the changes in mechanical properties.The expansion and shrinkage of specimen’s volume were measured by changing the number of freeze-thaw cycle;in the meantime,the shear strength of soft soil under different freeze-thaw cycles and varying confining pressure were measured by indoor triaxial test.Test data and microscopic analysis revealed that the rate of volume change augmented with the proceeding of cyclic freezing and thawing;after six freeze-thaw cycles,the heaving rate and settlement rate of soft soil maintained unchanged in general.With the proceeding of cyclic freezing and thawing,the shear strength of soft soil increased first and then decreased,reaching the minimum at the sixth cycle;but finally recovered in the subsequent 6-15 cycles,approa-ching to the value before freezing and thawing.Moreover,freeze-thaw cycle had significant effect on the cohesion of soft clay,but had no correlation with internal friction angleφ.
作者
王平
郭伟杰
李洪峰
鲁虹君
WANG Ping;GUO Wei-jie;LI Hong-feng;LU Hong-jun(School of Civil Engineering,Northeast Forestry University,Harbin 150040,China)
出处
《长江科学院院报》
CSCD
北大核心
2018年第7期79-83,共5页
Journal of Changjiang River Scientific Research Institute
基金
黑龙江省青年科学基金项目(QC2012C080)
关键词
软土
冻融循环
三轴试验
冻胀融沉
抗剪强度
soft soil
freeze-thaw cycle
triaxial test
frost heave and thawing settlement
shear strength
作者简介
王平(1960-),男,黑龙江哈尔滨人,教授,硕士,主要从事道路工程防灾减灾、隧道与地下工程、桥梁动力特性试验研究工作。E-mail:1311647285@qq.com。
