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岩石内变量蠕变模型研究
引用本文:乔丽苹,王者超,李术才,王永刚,杨文东,原小帅.岩石内变量蠕变模型研究[J].岩土力学,2012,33(12):3529-3538.
作者姓名:乔丽苹  王者超  李术才  王永刚  杨文东  原小帅
作者单位:1.山东大学 岩土与结构工程研究中心,济南 250061;2.甘肃省交通规划勘察设计院有限责任公司,兰州 730030; 3.中国石油大学(华东) 储运与建筑工程学院,山东 青岛 266555
基金项目:国家自然科学基金资助项目(No.41202205);中国博士后科学基金特别资助项目(No.2012T50615);教育部高等学校博士学科点专项科研基金(No.20110131120075);岩土力学与工程国家重点实验室开放课题(No.Z011004)
摘    要:通过一系列砂岩、页岩和辉绿岩室内蠕变试验,获得了不同应力和初始应变状态下岩石蠕变特性。通过误差分析讨论了计算蠕变速率时如何选择时间增量。讨论了复杂加、卸载条件下时间相关蠕变模型的局限性,提出采用不可恢复应变作为内变量来描述复杂条件下岩石蠕变性质,并据此提出了岩石的内变量蠕变模型。试验数据与模型拟合结果对比表明,内变量蠕变模型较好地反映了3种岩石的蠕变行为。此外,还初步讨论了模型在岩石率相关性质研究中的适用性,并利用相关试验数据进行了验证。

关 键 词:岩石力学  蠕变  本构模型  内变量  不可恢复应变  时间相关  率相关
收稿时间:2011-11-08

An internal-variable creep model for rocks
QIAO Li-ping,WANG Zhe-chao,LI Shu-cai,WANG Yong-gang,YANG Wen-dong,YUAN Xiao-shuai.An internal-variable creep model for rocks[J].Rock and Soil Mechanics,2012,33(12):3529-3538.
Authors:QIAO Li-ping  WANG Zhe-chao  LI Shu-cai  WANG Yong-gang  YANG Wen-dong  YUAN Xiao-shuai
Institution:1. Research Center of Geotechnical and Structural Engineering, Shandong University, Jinan 250061, China; 2. Gansu Provincial Transportation Planning, Survey and Design Institute Co., Ltd., Lanzhou 730030, China; 3. College of Transport & Storage and Civil Engineering, China University of Petroleum, Qingdao, Shandong 266555, China
Abstract:A series of laboratory creep tests have been performed on sandstone, shale and dolerite to investigate the creep behavior of rocks subjected to different stresses and at different initial strains. Error analysis has been performed to study how to select time increment for the calculation of creep rate. The applicability of time-dependent creep model in describing the creep behavior under complex conditions is examined. An internal state variable creep model is proposed, in which the irreversible strain is considered as the internal state variable. The fitting of test data into the model shows that the internal state variable creep model is capable of describing the creep behavior of the three rocks in laboratory tests. A primary study of the applicability of the internal state variable model in describing rate dependent behavior of rocks is performed; and test data in literatures are used to verify the applicability.
Keywords:rock mechanics  creep  constitutive model  internal state variable  irreversible strain  time dependent  rate dependent
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