中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
Experimental Investigation of Dilatancy-bulking Behavior of Weak Sandstone

文献类型:会议论文

作者Lu, Xingli; Liu, Quangsheng
出版日期2011
会议日期APR 09-11, 2011
会议地点Guilin, PEOPLES R CHINA
关键词Dilatancy-bulking Loading and Unloading Tests Weak Sandstone
卷号197-198
DOI10.4028/www.scientific.net/AMR.197-198.1420
页码1420-1424
英文摘要The process of stress-induced fracturing around underground excavations is associated with dilatancy-bulking behavior of the fractured rock. Due to the importance in earth science and engineering design, this paper presents an experimental investigation of rock dilatancy-bulking behavior based on triaxial loading and unloading tests carried out on weak sandstone samples from the Gubei colliery. Through experimental and theoretical analyses, it is found that the volume increase of stress-fractured rock can be divided into two groups: (1) pre-peak dilatancy due to crack opening and propagation, (2) post-peak bulking by the sliding, rotate or detachment of rock blocks. And the post-peak bulking deformation is the main cause of the rock volume expansion. Moreover, the evolution of characteristic stresses and dilation angle show strong pressure dependence, which means that confining pressure strongly inhibits dilatancy-bulking behavior. It also indicates that the rock response under loading and unloading conditions is substantially different.
源文献作者Zhou, HY ; Gu, TL ; Yang, DG ; Jiang, ZY ; Zeng, JM
会议录NEW AND ADVANCED MATERIALS, PTS 1 AND 2
会议录出版者TRANS TECH PUBLICATIONS LTD
会议录出版地STAFA-ZURICH
语种英语
WOS研究方向Engineering ; Materials Science
WOS记录号WOS:000291849700287
源URL[http://119.78.100.198/handle/2S6PX9GI/4606]  
专题岩土力学所知识全产出_会议论文
国家重点实验室知识产出_会议论文
作者单位Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn
推荐引用方式
GB/T 7714
Lu, Xingli,Liu, Quangsheng. Experimental Investigation of Dilatancy-bulking Behavior of Weak Sandstone[C]. 见:. Guilin, PEOPLES R CHINA. APR 09-11, 2011.

入库方式: OAI收割

来源:武汉岩土力学研究所

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