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温度饱和水下的裂隙岩体力学特性研究*
引用本文:刘亚晨,蔡永庆,刘泉声,吴玉山. 温度饱和水下的裂隙岩体力学特性研究*[J]. 岩石力学与工程学报, 2002, 21(2): 233-237
作者姓名:刘亚晨  蔡永庆  刘泉声  吴玉山
作者单位:1. 中国科学技术大学地球与空间科学系,合肥,230026,福建省漳州市建设工程质量监督站,漳州,363000
2. 福建省漳州市建设工程质量监督站,漳州,363000
3. 中国科学院武汉岩土力学研究所,武汉,430071
基金项目:国家自然科学基金(49772163)资助项目。
摘    要:在理论上,利用O‘Connell的饱和水裂隙岩体等效弹性模量与岩石模量的关系式,并由式中的裂隙密度概念意义,建立了温度作用下的裂隙密度与Oda提出的裂隙张量之间的关系式;在试验的基础上,给出了温度、饱和水下的单裂隙岩体应力-应变、抗压强度回归拟合关系表达式。并通过试验与拟合结果对以加以验证,其裂隙岩体力学模型可为裂隙岩体THM耦合分析提供合理的依据。

关 键 词:裂隙岩体 力学特性 裂隙张量 裂隙密度 弹性模量 岩石模量
文章编号:2000-6915(2002)02-0233-05
收稿时间:2000-09-25
修稿时间:2000-09-25

STUDY ON MECHANICAL BEHAVIOR OF JOINTED ROCK MASS AFFECTED BY TEMPERATURE AND SATURATED WATER
Liu Yachen,Cai Yongqing,Liu Quansheng,Wu Yushan. STUDY ON MECHANICAL BEHAVIOR OF JOINTED ROCK MASS AFFECTED BY TEMPERATURE AND SATURATED WATER[J]. Chinese Journal of Rock Mechanics and Engineering, 2002, 21(2): 233-237
Authors:Liu Yachen  Cai Yongqing  Liu Quansheng  Wu Yushan
Abstract:The mechanic function is theoretically described with the relationship between effective elastic moduli of saturated cracks of jointed rock mass and elastic moduli of rock, derived by 0?Connell. According to the implication of the crack-density parameter in the relationship, the mathematical relationship is derived between the crack-density and the fracture tensor introduced by Oda under temperature effect. On the basis of the experiment results, under the effects of temperature and saturated water the regression expression of stress-strain and the compressive strength are obtained for the rock mass with single joint. The model is demonstrated by the results of test. The mechanical model can be used for THM coupling analysis on jointed rock mass.
Keywords:mechanical behavior of jointed rock mass   crack tensor   crackdensity   elastic moduli
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