摘要
从岩体不连续裂隙介质三轴蠕变试验结果，分析了开挖诱致岩体裂隙蠕滑全过程的基本特点。研究了裂隙起裂机制、蠕变扩展规律，讨论了岩体裂隙损伤断裂全过程与裂隙岩体蠕变全过程的耦合关系，并建立了相应的本构模型和分析模型，最后进行了算例分析。
Based on the testing results of triaxial creep for jointed rock mass, the basic properties of complete procedure of excavation induced creep sliding are analysed. The study into initiating mechanism and creep developing law of joints is made. The coupling relationship of complete procedure is discussed between damage fracture and creep of jointed rock mass, and the corresponding constitutive model and analysing model are established. Finally, a computation is made for an example.
出处
《岩石力学与工程学报》
EI
CAS
CSCD
北大核心
1998年第4期358-365,共8页
Chinese Journal of Rock Mechanics and Engineering
基金
国家自然科学基金
中国长江三峡开发总公司和地质灾害防治与工程地质环境保护国家专业实验室联合资助
关键词
非线性蠕变
断裂
损伤
卸荷蠕变模型
岩体裂隙
non linear creep of cracks, fracture and damage, unloading creep model
