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Cranny density parameters and porosity measured by elastic wave method in quasi-isotropic cranny rock masses
  • ISSN号:1000-4548
  • 期刊名称:《岩土工程学报》
  • 时间:0
  • 分类:TU459.3[建筑科学—岩土工程;建筑科学—土工工程]
  • 作者机构:[1]Key Laboratory for Exploitation of China Southwestern Resources and Environmental Disaster Control Engineering, Chongqing University, Chongqing 400044, China, [2]Research Institute of Southwest China Energy and Mineral ResourcesDevelopment and Safety Technology, Chongqing University, Chongqing 400044, China
  • 相关基金:Projects(S0334060; 50474025) supported by the National Natural Science Foundation of China; project(2005CB221502) supported by the National Key Fundamental Research and Development Program of China
中文摘要:

根据有弹性的波浪的特征,在媒介和橡皮的申请的繁殖在岩石团工程挥动方法,有随机的裂口的裂口团被认为是伪各向同性的裂口质量。根据岩石破裂力学,精力平衡和 Castiglano 的原则“ s 定理,弹性的有效动态参数的关系(E,υ, G ) 并且裂口密度参数或孔被提出。Onthis 基础通过在各向同性的媒介的有弹性的波浪繁殖的理论,在有弹性的波浪速度和裂口密度参数和孔之间的关系被建立。Thetheoretical 研究结果证明在这种裂口岩石群众中,在弹性和波浪速度的有效动态参数和裂口密度参数或孔之间有非线性的关系;并且随裂口密度参数或裂口岩石的孔的增加,群众,有效动态模量和橡皮挥动裂口岩石群众愿望减少的速度;并且同时,当裂口密度参数或孔是很小的时,弹性的有效动态模量和有弹性的波浪速度随着裂口密度变化参数,它能解释裂口岩石的有效有弹性的参数和有弹性的波浪速度的敏感集中。

英文摘要:

According to the characteristic of elastic waves propagation in medium and the application of elastic waves method in rock mass engineering, the cranny mass with random crannies was regarded as quasi-isotropic cranny mass. In accordance with the rock rupture mechanics, principle of energy balance and Castiglano's theorem, the relationship of effective dynamic parameters of elasticity (E, v, G) and cranny density parameters or porosity was put forward. On this basis, through the theory of elastic waves propagation in isotropic medium, the relationship between the elastic wave velocity and cranny density parameters and porosity was set up. The theoretical research results show that, in this kind of cranny rock masses, there is nonlinear relationships between the effective dynamic parameters of elasticity and wave velocities and the cranny density parameter or porosity; and with the increase of cranny density parameter or porosity of cranny rock masses, the effective dynamic modulus and the elastic wave velocities of cranny rock masses will decrease; and at the same time, when the cranny density parameter or porosity is very small, the effective dynamic modulus of elasticity and the elastic wave velocities change with the cranny density parameter, which can explain the sensitivity of effective elastic parameters and elastic wave velocities to cranny rock masses.

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期刊信息
  • 《岩土工程学报》
  • 中国科技核心期刊
  • 主管单位:中国科协
  • 主办单位:中国水利学会 中国土木工程学会 中国力学学会 中国建筑学会 中国水力发电工程学会 中国振动工程学会
  • 主编:蔡正银
  • 地址:南京虎踞关34号
  • 邮编:210024
  • 邮箱:ge@nhri.cn
  • 电话:025-85829553 85829534
  • 国际标准刊号:ISSN:1000-4548
  • 国内统一刊号:ISSN:32-1124/TU
  • 邮发代号:28-62
  • 获奖情况:
  • 中国科协二等奖,江苏省首届优秀期刊奖,连续三次被评为核心期刊
  • 国内外数据库收录:
  • 美国化学文摘(网络版),荷兰文摘与引文数据库,美国工程索引,美国剑桥科学文摘,日本日本科学技术振兴机构数据库,中国中国科技核心期刊,中国北大核心期刊(2004版),中国北大核心期刊(2008版),中国北大核心期刊(2011版),中国北大核心期刊(2014版),中国北大核心期刊(2000版)
  • 被引量:54826