发布求助
文献互助 智能选刊 最新文献

岩土力学最新文献

筛选
英文 中文
Joint arrival-time picking method of microseismic P-wave and S-wave based on time-frequency analysis 基于时频分析的微地震纵波和纵波联合到达时间采集方法
IF 1.5 4区 工程技术
Rock and Soil Mechanics Pub Date : 2021-05-11 DOI: 10.16285/J.RSM.2020.6439
Jia Bao-xin, Li Feng, Zhou Lin-li, Wang Shuai, Liu Jia-shun
{"title":"Joint arrival-time picking method of microseismic P-wave and S-wave based on time-frequency analysis","authors":"Jia Bao-xin, Li Feng, Zhou Lin-li, Wang Shuai, Liu Jia-shun","doi":"10.16285/J.RSM.2020.6439","DOIUrl":"https://doi.org/10.16285/J.RSM.2020.6439","url":null,"abstract":"","PeriodicalId":48277,"journal":{"name":"Rock and Soil Mechanics","volume":"42 1","pages":"1253"},"PeriodicalIF":1.5,"publicationDate":"2021-05-11","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"46098243","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":4,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
Experimental study of filtration & fine particles migration of calcareous sand in coral reef island 珊瑚礁岛钙质砂过滤及细颗粒迁移试验研究
IF 1.5 4区 工程技术
Rock and Soil Mechanics Pub Date : 2021-05-11 DOI: 10.16285/J.RSM.2020.6271
Ju Yuan-jiang, Huang Ming-jian, Qin Kun-kun, Song Bo, Sun Zi-chen
{"title":"Experimental study of filtration & fine particles migration of calcareous sand in coral reef island","authors":"Ju Yuan-jiang, Huang Ming-jian, Qin Kun-kun, Song Bo, Sun Zi-chen","doi":"10.16285/J.RSM.2020.6271","DOIUrl":"https://doi.org/10.16285/J.RSM.2020.6271","url":null,"abstract":"","PeriodicalId":48277,"journal":{"name":"Rock and Soil Mechanics","volume":"42 1","pages":"1245"},"PeriodicalIF":1.5,"publicationDate":"2021-05-11","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"43685716","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":4,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
Analytical solution to consolidation of unsaturated soil by vertical drains with continuous permeable boundary 具有连续透水边界的垂直排水管固结非饱和土的解析解
IF 1.5 4区 工程技术
Rock and Soil Mechanics Pub Date : 2021-05-11 DOI: 10.16285/J.RSM.2020.6301
Qin Ai-fang, Jiang Liang-hua, Xu Wei-fang, Mei Guo-xiong
{"title":"Analytical solution to consolidation of unsaturated soil by vertical drains with continuous permeable boundary","authors":"Qin Ai-fang, Jiang Liang-hua, Xu Wei-fang, Mei Guo-xiong","doi":"10.16285/J.RSM.2020.6301","DOIUrl":"https://doi.org/10.16285/J.RSM.2020.6301","url":null,"abstract":"","PeriodicalId":48277,"journal":{"name":"Rock and Soil Mechanics","volume":"42 1","pages":"1345"},"PeriodicalIF":1.5,"publicationDate":"2021-05-11","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"46516235","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":4,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 1
Rock plastic-damage constitutive model based on energy dissipation 基于能量耗散的岩石塑性损伤本构模型
IF 1.5 4区 工程技术
Rock and Soil Mechanics Pub Date : 2021-05-11 DOI: 10.16285/J.RSM.2020.6091
Ma Qiu-feng, Liu Zhi-he, Qin Yue-ping, Tianhu Jing, Wang Shu-li
{"title":"Rock plastic-damage constitutive model based on energy dissipation","authors":"Ma Qiu-feng, Liu Zhi-he, Qin Yue-ping, Tianhu Jing, Wang Shu-li","doi":"10.16285/J.RSM.2020.6091","DOIUrl":"https://doi.org/10.16285/J.RSM.2020.6091","url":null,"abstract":"","PeriodicalId":48277,"journal":{"name":"Rock and Soil Mechanics","volume":"65 1","pages":"1210"},"PeriodicalIF":1.5,"publicationDate":"2021-05-11","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"41306056","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":4,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 3
Experimental study and model of interface shear stress relaxation behavior of anchors in red clay 红粘土中锚杆界面剪应力松弛特性的试验研究及模型
IF 1.5 4区 工程技术
Rock and Soil Mechanics Pub Date : 2021-05-11 DOI: 10.16285/J.RSM.2020.6429
Chen Chang-fu, Du Cheng, Zhu Shi-min, He Shi-lin, Zhang Gen-bao
{"title":"Experimental study and model of interface shear stress relaxation behavior of anchors in red clay","authors":"Chen Chang-fu, Du Cheng, Zhu Shi-min, He Shi-lin, Zhang Gen-bao","doi":"10.16285/J.RSM.2020.6429","DOIUrl":"https://doi.org/10.16285/J.RSM.2020.6429","url":null,"abstract":"","PeriodicalId":48277,"journal":{"name":"Rock and Soil Mechanics","volume":"42 1","pages":"1201"},"PeriodicalIF":1.5,"publicationDate":"2021-05-11","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"43334825","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":4,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 1
Simulation of debris flow impacting bridge pier tests based on smooth particle hydromechanics method 基于光滑颗粒流体力学方法的泥石流冲击桥墩试验模拟
IF 1.5 4区 工程技术
Rock and Soil Mechanics Pub Date : 2021-05-11 DOI: 10.16285/J.RSM.2020.6107
Liang Heng, Li Ji-lin, Liu Fa-ming, Zhang Lun, Fu Gang, Li Ming-qing, He Si-ming
{"title":"Simulation of debris flow impacting bridge pier tests based on smooth particle hydromechanics method","authors":"Liang Heng, Li Ji-lin, Liu Fa-ming, Zhang Lun, Fu Gang, Li Ming-qing, He Si-ming","doi":"10.16285/J.RSM.2020.6107","DOIUrl":"https://doi.org/10.16285/J.RSM.2020.6107","url":null,"abstract":"","PeriodicalId":48277,"journal":{"name":"Rock and Soil Mechanics","volume":"42 1","pages":"1473"},"PeriodicalIF":1.5,"publicationDate":"2021-05-11","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"48770633","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":4,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 2
A multi-scale coupling finite element method based on the microscopic of soil particle motions 一种基于微观土壤颗粒运动的多尺度耦合有限元方法
IF 1.5 4区 工程技术
Rock and Soil Mechanics Pub Date : 2021-04-12 DOI: 10.16285/J.RSM.2020.6058
Liu Jia, Feng De-luan
{"title":"A multi-scale coupling finite element method based on the microscopic of soil particle motions","authors":"Liu Jia, Feng De-luan","doi":"10.16285/J.RSM.2020.6058","DOIUrl":"https://doi.org/10.16285/J.RSM.2020.6058","url":null,"abstract":"","PeriodicalId":48277,"journal":{"name":"Rock and Soil Mechanics","volume":"42 1","pages":"1186"},"PeriodicalIF":1.5,"publicationDate":"2021-04-12","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"43983734","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":4,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 2
Experimental study on the one-dimensional nonlinear consolidation and seepage of saturated clay considering stress history under ramp loading 斜坡荷载作用下考虑应力历史的饱和黏土一维非线性固结与渗流试验研究
IF 1.5 4区 工程技术
Rock and Soil Mechanics Pub Date : 2021-04-12 DOI: 10.16285/J.RSM.2020.6227
Zhang Le, Dang Fa-ning, Gao Jun, Ding Jiu-long
{"title":"Experimental study on the one-dimensional nonlinear consolidation and seepage of saturated clay considering stress history under ramp loading","authors":"Zhang Le, Dang Fa-ning, Gao Jun, Ding Jiu-long","doi":"10.16285/J.RSM.2020.6227","DOIUrl":"https://doi.org/10.16285/J.RSM.2020.6227","url":null,"abstract":"","PeriodicalId":48277,"journal":{"name":"Rock and Soil Mechanics","volume":"37 21","pages":"1078"},"PeriodicalIF":1.5,"publicationDate":"2021-04-12","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"41250378","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":4,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
Physical model experiment on failure mechanism and NPR anchor cable control effect of layered counter-tilted slope 分层反倾边坡破坏机理及NPR锚索控制效果的物理模型试验
IF 1.5 4区 工程技术
Rock and Soil Mechanics Pub Date : 2021-04-12 DOI: 10.16285/J.RSM.2020.5384
Tao Zhi-gang, Ren Shu-lin, H. Yu, Li Qiang, Fu Qiang, H. Manchao
{"title":"Physical model experiment on failure mechanism and NPR anchor cable control effect of layered counter-tilted slope","authors":"Tao Zhi-gang, Ren Shu-lin, H. Yu, Li Qiang, Fu Qiang, H. Manchao","doi":"10.16285/J.RSM.2020.5384","DOIUrl":"https://doi.org/10.16285/J.RSM.2020.5384","url":null,"abstract":"","PeriodicalId":48277,"journal":{"name":"Rock and Soil Mechanics","volume":"42 1","pages":"976"},"PeriodicalIF":1.5,"publicationDate":"2021-04-12","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"45528730","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":4,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 3
Effect of different notch prefabrication methods and notch lengths on rock three-point bending test 不同缺口预制方法和缺口长度对岩石三点弯曲试验的影响
IF 1.5 4区 工程技术
Rock and Soil Mechanics Pub Date : 2021-04-12 DOI: 10.16285/J.RSM.2020.6336
L. Hao, Feng Xiating, Y. Cheng-xiang, Zhang Xi-wei
{"title":"Effect of different notch prefabrication methods and notch lengths on rock three-point bending test","authors":"L. Hao, Feng Xiating, Y. Cheng-xiang, Zhang Xi-wei","doi":"10.16285/J.RSM.2020.6336","DOIUrl":"https://doi.org/10.16285/J.RSM.2020.6336","url":null,"abstract":"","PeriodicalId":48277,"journal":{"name":"Rock and Soil Mechanics","volume":"42 1","pages":"1115"},"PeriodicalIF":1.5,"publicationDate":"2021-04-12","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"47331184","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":4,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 4
首页 上一页 下一页 尾页
0
×
引用
GB/T 7714-2015
复制
MLA
复制
APA
复制
导出至
BibTeX EndNote RefMan NoteFirst NoteExpress
×
提示
您的信息不完整，为了账户安全，请先补充。
现在去补充
×
提示
您因"违规操作"
具体请查看互助需知
我知道了
×
提示
现在去查看 取消
×
提示
确定
请完成安全验证×
相关产品
×
本文献相关产品
联系我们：info@booksci.cn Book学术提供免费学术资源搜索服务，方便国内外学者检索中英文文献。致力于提供最便捷和优质的服务体验。 Copyright © 2023 布克学术 All rights reserved.
京ICP备2023020795号-1
ghs 京公网安备 11010802042870号
Book学术文献互助
Book学术文献互助群
群 号：481959085
Book学术官方微信