机构

• 地质与地球物理研究... [18]

采集方式

• OAI收割 [18]

内容类型

• 期刊论文 [18]

发表日期

• 2020 [18]

学科主题

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浏览/检索结果: 共18条，第1-10条 帮助 限定条件 专题：地质与地球物理研究所    第一署名单位    第一作者单位    通讯作者单位    发表日期：2020     条数/页： 5101520253035404550556065707580859095100 排序方式： 请选择提交时间升序提交时间降序发表日期升序发表日期降序题名升序题名降序作者升序作者降序 Compression-Induced Tensile Mechanical Behaviors of the Crystalline Rock under Dynamic Loads 期刊论文  OAI收割 MATERIALS, 2020, 卷号: 13, 期号: 22, 页码: 17 作者:  Zheng, Bowen;  Qi, Shengwen;  Huang, Xiaolin;  Liang, Ning;  Guo, Songfeng   |  收藏  |  浏览/下载：61/0  |  提交时间：2021/09/29 crystalline rock  compression-induced tensile behavior  dynamic load  microstructure  grain heterogeneity  grain-based model  UDEC   A New Shear Strength Criterion for Rock Masses with Non-Persistent Discontinuities Considering the Nonlinear Progressive Failure Process 期刊论文  OAI收割 MATERIALS, 2020, 卷号: 13, 期号: 21, 页码: 16 作者:  Zheng, Bowen;  Qi, Shengwen;  Guo, Songfeng;  Huang, Xiaolin;  Liang, Ning   |  收藏  |  浏览/下载：106/0  |  提交时间：2021/01/08 non-persistent discontinuities  connectivity rate  direct shear test  progressive failure  strength   An empirical attenuation model of the peak ground acceleration (PGA) in the near field of a strong earthquake 期刊论文  OAI收割 NATURAL HAZARDS, 2020, 页码: 25 作者:  Yao, Xianglong;  Qi, Shengwen;  Liu, Chunling;  Guo, Songfeng;  Huang, Xiaoling   |  收藏  |  浏览/下载：56/0  |  提交时间：2020/12/07 Peak ground acceleration (PGA)  Empirical attenuation model  Near field  Strong earthquake  The 2008 Wenchuan earthquake  Earthquake-induced landslides   Strain-softening failure mode after the post-peak as a unique mechanism of ruptures in a frozen soil-rock mixture 期刊论文  OAI收割 ENGINEERING GEOLOGY, 2020, 卷号: 274, 页码: 11 作者:  Li, Zhiqing;  Hu, Feng   |  收藏  |  浏览/下载：104/0  |  提交时间：2020/09/28 Frozen soil rock mixture  Uniaxial compression strength  Freezing temperature  Volumetric block proportion  Ice content  Acoustic emission   Progressive Failure Characteristics of Brittle Rock under High-Strain-Rate Compression Using the Bonded Particle Model 期刊论文  OAI收割 MATERIALS, 2020, 卷号: 13, 期号: 18, 页码: 19 作者:  Huang, Xiaolin;  Qi, Shengwen;  Zheng, Bowen;  Guo, Songfeng;  Liang, Ning   |  收藏  |  浏览/下载：31/0  |  提交时间：2020/12/07 brittle rock  high strain rate  progressive failure characteristics  microcracking  brittleness-to-ductility transition  ‘  X’  -shape failure  bonded particle model   Deformation Characteristics of the Shear Zone and Movement of Block Stones in Soil-Rock Mixtures Based on Large-Sized Shear Test 期刊论文  OAI收割 APPLIED SCIENCES-BASEL, 2020, 卷号: 10, 期号: 18, 页码: 23 作者:  Li, Zhiqing;  Hu, Feng;  Qi, Shengwen;  Hu, Ruilin;  Zhou, Yingxin   |  收藏  |  浏览/下载：21/0  |  提交时间：2020/12/07 soil–  rock mixture (SRM)  sand–  pebble mixture (SPM)  direct shear test  stone content  shear zone  deformation characteristics   Empirical ratio of dynamic to static stiffness for propped artificial fractures under variable normal stress 期刊论文  OAI收割 ENGINEERING GEOLOGY, 2020, 卷号: 273, 页码: 12 作者:  Zhou, Jian;  Zhang, Luqing;  Qi, Shengwen;  Yang, Duoxing   |  收藏  |  浏览/下载：23/0  |  提交时间：2020/08/03 Propped artificial fracture  Nonlinear deformation  Displacement discontinuity method  Dynamic stiffness  Static stiffness   Preface to the Special Issue on "Advances in Rock Mass Engineering Geomechanics" Preface 期刊论文  OAI收割 ENGINEERING GEOLOGY, 2020, 卷号: 272, 页码: 4 作者:  Qi, Shengwen;  Macciotta, Renato;  Shou, Keh-Jian;  Saroglou, Charalampos   |  收藏  |  浏览/下载：11/0  |  提交时间：2020/07/07 A New Dynamic Direct Shear Testing Device on Rock Joints 期刊论文  OAI收割 ROCK MECHANICS AND ROCK ENGINEERING, 2020, 页码: 12 作者:  Qi, Shengwen;  Zheng, Bowen;  Wu, Faquan;  Huang, Xiaolin;  Guo, Songfeng   |  收藏  |  浏览/下载：84/0  |  提交时间：2020/08/03 Direct shear  Dynamic load  Cyclic load  New apparatus  Constant normal load  Constant normal stiffness   Stress Wave Propagation through Rock Joints Filled with Viscoelastic Medium Considering Different Water Contents 期刊论文  OAI收割 APPLIED SCIENCES-BASEL, 2020, 卷号: 10, 期号: 14, 页码: 19 作者:  Huang, Xiaolin;  Qi, Shengwen;  Zheng, Bowen;  Liu, Youshan;  Xue, Lei   |  收藏  |  浏览/下载：16/0  |  提交时间：2020/09/28 rock mass  filled joint  seismic response  viscoelastic filling  water content  propagator matrix method  thin-layer medium model