搜索筛选:
搜索耗时4.7024秒,为你在为你在102,285,761篇论文里面共找到 13 篇相符的论文内容
类      型:
[期刊论文] 作者:Qihu Qian, 来源:岩石力学与岩土工程学报:英文版 年份:2019
At the instigation of some of Emeritus Professor Edwin Thomas(Ted)Brown’s PhD students,a Colloquium in his honour to celebrate his retirement and a long and di...
[期刊论文] 作者:Qihu Qian,Peng Lin,, 来源:Journal of Rock Mechanics and Geotechnical Engineering 年份:2016
Underground construction in China is featured by large scale, high speed, long construction period,complex operation and frustrating situations regarding projec...
[期刊论文] 作者:Qihu Qian,Xiaoping Zhou, 来源:岩石力学与岩土工程学报(英文版) 年份:2004
Rock masses without pre-existing macrocracks can usually be considered as granular materials with only microcracks.During the excavation of the tunnels, microcr...
[期刊论文] 作者:Qihu Qian,Xiaoping Zhou, 来源:黑龙江科技学院学报 年份:2011
为探究吕家坨井田地质构造格局,根据钻孔勘探资料,采用分形理论和趋势面分析方法,研究了井田7...
[会议论文] 作者:Xiaoping Zhou,Qihu Qian, 来源:第3届中俄矿山深部开采岩石动力学高层论坛 年份:2013
A new non-Euclidean dynamic model is proposed to investigate the zonal disintegration mechanism of isotropic rock masses around a deep spherical tunnel subjected to dynamic unloading.The defect parame...
[期刊论文] 作者:Xiaoping Zhou,Qihu Qian,Yongxi, 来源:固体力学学报:英文版 年份:2008
为解决裂缝裂缝相互作用问题的一个精确、有效的数字方法被介绍。方法主要借助于脱臼模型,压力重叠原则和伪拖拉的 Chebyshev 多项式扩大。这个方法能被使用计算多重 kinked...
[期刊论文] 作者:Qihu Qian,Chengzhi Qi,Mingyang, 来源:岩石力学与岩土工程学报:英文版 年份:2009
Time-dependence of rock deformation and fracturing is often ignored.However,the consideration of the time-dependence is essential to the study of the deformatio...
[期刊论文] 作者:Qihu Qian,Chengzhi Qi,Mingyang, 来源:黑龙江科技学院学报 年份:2009
为探究吕家坨井田地质构造格局,根据钻孔勘探资料,采用分形理论和趋势面分析方法,研究了井田7...
[期刊论文] 作者:Xiaoping Zhou,Qihu Qian,Bohu Z, 来源:固体力学学报:英文版 年份:2009
折断的地区和非断裂的地区的尺寸和数量被在深岩石群众中包含的裂缝控制。带的崩溃机制强烈依赖于在裂缝之中的相互作用。在裂缝之中的强壮的相互作用用压力重叠原则和伪拖拉...
[期刊论文] 作者:Xiaoping Zhou,Qihu Qian,Yongxing Zhang, 来源:黑龙江科技信息 年份:2008
本文通过对荣华二采区10...
[期刊论文] 作者:Pengfei Liu,Xiaoping Zhou,Qihu Qian, 来源:矿业科学技术学报:英文版 年份:2021
In this study,to confirm the effect of confining pressure on dynamic mechanical behavior and failure modes of concrete,a split Hopkinson pressure bar dynamic loading device was utilized to perform dynamic compressive experiments under confi......
[期刊论文] 作者:Xiaoping Zhou,Qinghong Hou,Qihu Qian,Yongxing Zhang,, 来源:Acta Mechanica Solida Sinica 年份:2013
A new non-Euclidean continuum damage model is proposed to investigate the zonal disintegration phenomenon of the surrounding rocks around deep spherical tunnels...
[期刊论文] 作者:Xiaoping Zhou,Qihu Qian,Hao Cheng,Haipeng Zhang,, 来源:Acta Mechanica Solida Sinica 年份:2015
In the past, the pseudo-static method used to be the most common for evaluating the stability of landslides under seismic loads, in which static forces acting o...
相关搜索: