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软硬互层岩体流变特性的数值模拟
引用本文:韩冰,王芝银,丁秀丽,徐平.软硬互层岩体流变特性的数值模拟[J].长江科学院院报,2007,24(2):25-29.
作者姓名:韩冰  王芝银  丁秀丽  徐平
作者单位:中国石油大学,城市油气输配技术北京市重点实验室,北京,102249;长江科学院,岩基研究所,武汉,430010
基金项目:国家自然科学基金 , 水利部科技创新项目
摘    要:通过对单轴、三轴软硬互层岩体在不同应力水平和 加载路径下的蠕变试验结果分析,研究了应力状态及加载方式对软硬互层岩体时间相关性特征的影响,利用软件FLAC3D对所建立的计算模型进行了三维粘弹塑性数值模拟。结果表明:对于所研究的软硬相间复合岩体,在施加荷载相同的情况下,软岩层数、软岩埋深以及倾斜角度,对岩体蠕变变形和塑性区均有不同程度的影响。

关 键 词:软硬互层  流变  数值模拟
文章编号:1001-5485(2007)02-0025-05
修稿时间:2006-05-302006-10-30

Numerical Simulation for Rheologic Characteristics of Interbedded Strata of Soft and Hard Rock
HAN Bing,WANG Zhi-yin,DING Xiu-li,XU Ping.Numerical Simulation for Rheologic Characteristics of Interbedded Strata of Soft and Hard Rock[J].Journal of Yangtze River Scientific Research Institute,2007,24(2):25-29.
Authors:HAN Bing  WANG Zhi-yin  DING Xiu-li  XU Ping
Affiliation:1. Beijing Key Laboratory of Urban Oil and Gas Distribution Technology,China University of Petroleum, Beijing 102249,China;2.Yangtze River Scientific Research Institute,Wuhan 430010,China
Abstract:The effects of stress level and loading path on rheologic behaviors of alternating distribution of soft and hard rock layers are investigated with triaxial and uniaxial experiments. By using the simulated software FLAC^3D, the established model is analyzed with the method of 3-D visco-elasto-plastic numerical simulation. The results show that, under the same exerting loading level, the deformation and volume of plastic zone of rock mass will be increased with the increase of the number of layers, embedded depths and declination of soft rock.
Keywords:interbedding of soft and hard rocks  rheology  numerical simulation
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