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软岩冻融损伤的水-热-力耦合研究初探
引用本文:马静嵘,杨更社.软岩冻融损伤的水-热-力耦合研究初探[J].岩石力学与工程学报,2004,23(Z1):4373-4377.
作者姓名:马静嵘  杨更社
作者单位:西安科技大学建筑与土木工程学院,西安,710054
基金项目:国家自然科学基金(40372119)、教育部优秀青年教师基金(2091)和陕西省自然科学基金(2003D05)资助项目.
摘    要:冻融力学研究正温、负温环境交替变化对材料的物理力学性质的影响。由于软岩为强度低、孔隙度大、胶结程度差、含有大量膨胀性粘土矿物的松散、软弱岩层。因此,软岩的水-热-力耦合不是一个简单的过程。初步提出了软岩的水-热迁移机理,进而提出了软岩水-热-力耦合的基本数学模型。最后用ANSYS软件模拟了隧道围岩温度场与应力场,得到了隧道围岩冻胀力的分布趋势。

关 键 词:岩石力学  软岩  水-热-力耦合  冻融损伤
文章编号:1000-6915(2004)增1-4373-05
修稿时间:2004年4月10日

STUDY ON LIQUID-THERMAL-STRESS COUPLING OF FREEZING-THAWING DAMAGE OF SOFT ROCK
Ma Jingrong,Yang Gengshe.STUDY ON LIQUID-THERMAL-STRESS COUPLING OF FREEZING-THAWING DAMAGE OF SOFT ROCK[J].Chinese Journal of Rock Mechanics and Engineering,2004,23(Z1):4373-4377.
Authors:Ma Jingrong  Yang Gengshe
Abstract:Freezing-thawing environment affects the stability of soft rocks in cold region.Because soft rocks have low strength and high porosity and contain large amount of expansive clay minerals,the freezing-thawing process of soft rock is complicated.Based on physical properties of soft rock and water-rock interaction and theories on continuum medium,heat conduction and mass transfer,basic equations of freezing-thawing process are established.The equations consider water movement,heat conduct,phase change of water and relevant latent heat.The FEM software,ANSYS,is employed to simulate the temperature distribution of soft rock tunnel and temperature-stress field.Simulation results agree with the practice.Liquid-thermal-stress coupling models are set up,in which soft rocks is taken as 3D elasticity body and the damage of soft rocks is considered.The distribution of frost-heaving force is determined by analytical method,and the damage parameters and elastic moduli of soft rocks in different stages are determined by using the equation of rheological damage.
Keywords:rock mechanics  soft rock  liquid-heat-stress coupling  freezing-thawing damage  
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