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Geomechanics and Geoengineering-An International Journal最新文献

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Laboratory investigation on liquefaction of sands and cemented sand mixes 砂和胶结砂混合料液化的室内研究
IF 1.3
Geomechanics and Geoengineering-An International Journal Pub Date : 2023-03-22 DOI: 10.1080/17486025.2023.2192051
Devi Priyanka Darisi, Teja Munaga, Kalyan Kumar Gonavaram
{"title":"Laboratory investigation on liquefaction of sands and cemented sand mixes","authors":"Devi Priyanka Darisi, Teja Munaga, Kalyan Kumar Gonavaram","doi":"10.1080/17486025.2023.2192051","DOIUrl":"https://doi.org/10.1080/17486025.2023.2192051","url":null,"abstract":"","PeriodicalId":46470,"journal":{"name":"Geomechanics and Geoengineering-An International Journal","volume":" ","pages":""},"PeriodicalIF":1.3,"publicationDate":"2023-03-22","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"42553432","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
Effects of discontinuities on the rock block geometry of dimension stone quarries: a case study 不连续性对大型采石场岩块几何形状的影响：一个案例研究
IF 1.3
Geomechanics and Geoengineering-An International Journal Pub Date : 2023-03-19 DOI: 10.1080/17486025.2023.2192052
Hamid Ranjkesh Adarmanabadi, A. Rasti, N. Mojtabai, M. Tabaei, M. Razavi
{"title":"Effects of discontinuities on the rock block geometry of dimension stone quarries: a case study","authors":"Hamid Ranjkesh Adarmanabadi, A. Rasti, N. Mojtabai, M. Tabaei, M. Razavi","doi":"10.1080/17486025.2023.2192052","DOIUrl":"https://doi.org/10.1080/17486025.2023.2192052","url":null,"abstract":"","PeriodicalId":46470,"journal":{"name":"Geomechanics and Geoengineering-An International Journal","volume":" ","pages":""},"PeriodicalIF":1.3,"publicationDate":"2023-03-19","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"49355920","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
Performance evaluation of post-grouting for bored piles installed in inhomogeneous gravel pebble stratum overlaid by deep and soft soil layers 深层软土层非均质卵砾石地层钻孔灌注桩后注浆性能评价
IF 1.3
Geomechanics and Geoengineering-An International Journal Pub Date : 2023-02-24 DOI: 10.1080/17486025.2023.2181406
J. Wang, T. Jin, W. Qin, F. Zhang
{"title":"Performance evaluation of post-grouting for bored piles installed in inhomogeneous gravel pebble stratum overlaid by deep and soft soil layers","authors":"J. Wang, T. Jin, W. Qin, F. Zhang","doi":"10.1080/17486025.2023.2181406","DOIUrl":"https://doi.org/10.1080/17486025.2023.2181406","url":null,"abstract":"","PeriodicalId":46470,"journal":{"name":"Geomechanics and Geoengineering-An International Journal","volume":" ","pages":""},"PeriodicalIF":1.3,"publicationDate":"2023-02-24","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"45785869","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
Effect of Lime, Kaolinite and Bentonite treatment on mechanical behaviour of micaceous sand 石灰、高岭石和膨润土处理对云母砂力学性能的影响
IF 1.3
Geomechanics and Geoengineering-An International Journal Pub Date : 2023-02-24 DOI: 10.1080/17486025.2023.2181405
Zarnain Fayaz, Saloni Pandya, A. Sachan
{"title":"Effect of Lime, Kaolinite and Bentonite treatment on mechanical behaviour of micaceous sand","authors":"Zarnain Fayaz, Saloni Pandya, A. Sachan","doi":"10.1080/17486025.2023.2181405","DOIUrl":"https://doi.org/10.1080/17486025.2023.2181405","url":null,"abstract":"","PeriodicalId":46470,"journal":{"name":"Geomechanics and Geoengineering-An International Journal","volume":"1 1","pages":""},"PeriodicalIF":1.3,"publicationDate":"2023-02-24","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"41507102","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
Numerical analysis of wave propagation and vibration attenuation effects of periodic scattering piles in unsaturated poroviscoelastic ground 非饱和孔粘弹性地基中周期散射桩波传播与减振效果的数值分析
IF 1.3
Geomechanics and Geoengineering-An International Journal Pub Date : 2022-12-28 DOI: 10.1080/17486025.2022.2159545
Shao-wu Li
{"title":"Numerical analysis of wave propagation and vibration attenuation effects of periodic scattering piles in unsaturated poroviscoelastic ground","authors":"Shao-wu Li","doi":"10.1080/17486025.2022.2159545","DOIUrl":"https://doi.org/10.1080/17486025.2022.2159545","url":null,"abstract":"","PeriodicalId":46470,"journal":{"name":"Geomechanics and Geoengineering-An International Journal","volume":" ","pages":""},"PeriodicalIF":1.3,"publicationDate":"2022-12-28","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"48286013","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
Reply to the Discussion: Cherif Taiba et al. (2022), “Impact of the overall regularity and related granulometric characteristics on the critical state soil mechanics of natural sands: a state-of-the art review”, Geomechanics and Geoengineering, doi: 10.1080/17486025.2022.2044076 对讨论的回复：Cherif Taiba等人（2022），“天然砂的整体规律性和相关粒度特征对临界状态土壤力学的影响：最新进展”，地质力学和地质工程，doi:10.1080/1748605.2022.2044076
IF 1.3
Geomechanics and Geoengineering-An International Journal Pub Date : 2022-12-12 DOI: 10.1080/17486025.2022.2153176
Abdellah Cherif Taiba, Y. Mahmoudi, M. Belkhatir
{"title":"Reply to the Discussion: Cherif Taiba et al. (2022), “Impact of the overall regularity and related granulometric characteristics on the critical state soil mechanics of natural sands: a state-of-the art review”, Geomechanics and Geoengineering, doi: 10.1080/17486025.2022.2044076","authors":"Abdellah Cherif Taiba, Y. Mahmoudi, M. Belkhatir","doi":"10.1080/17486025.2022.2153176","DOIUrl":"https://doi.org/10.1080/17486025.2022.2153176","url":null,"abstract":"","PeriodicalId":46470,"journal":{"name":"Geomechanics and Geoengineering-An International Journal","volume":" ","pages":""},"PeriodicalIF":1.3,"publicationDate":"2022-12-12","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"49658770","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 1
A closest point projection method for stress integration of 3D sand models generalised by transformed stress method 用转换应力法推广三维砂土模型应力积分的最接近点投影法
IF 1.3
Geomechanics and Geoengineering-An International Journal Pub Date : 2022-12-12 DOI: 10.1080/17486025.2022.2153933
Zhaonan Wang, G. Wang
{"title":"A closest point projection method for stress integration of 3D sand models generalised by transformed stress method","authors":"Zhaonan Wang, G. Wang","doi":"10.1080/17486025.2022.2153933","DOIUrl":"https://doi.org/10.1080/17486025.2022.2153933","url":null,"abstract":"","PeriodicalId":46470,"journal":{"name":"Geomechanics and Geoengineering-An International Journal","volume":" ","pages":""},"PeriodicalIF":1.3,"publicationDate":"2022-12-12","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"45450870","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
Discussion: Cherif Taiba et al. (2022), “Impact of the overall regularity and related granulometric characteristics on the critical state soil mechanics of natural sands: a state-of-the art review”, Geomechanics and Geoengineering, doi: 10.1080/17486025.2022.2044076 讨论:Cherif Taiba et al.(2022)，“天然砂整体规律及相关粒度特征对临界状态土力学的影响:最新进展”，岩土力学与工程，doi: 10.1080/17486025.2022.2044076
IF 1.3
Geomechanics and Geoengineering-An International Journal Pub Date : 2022-11-01 DOI: 10.1080/17486025.2022.2138568
D. Sarkar, M. Goudarzy
{"title":"Discussion: Cherif Taiba et al. (2022), “Impact of the overall regularity and related granulometric characteristics on the critical state soil mechanics of natural sands: a state-of-the art review”, Geomechanics and Geoengineering, doi: 10.1080/17486025.2022.2044076","authors":"D. Sarkar, M. Goudarzy","doi":"10.1080/17486025.2022.2138568","DOIUrl":"https://doi.org/10.1080/17486025.2022.2138568","url":null,"abstract":"","PeriodicalId":46470,"journal":{"name":"Geomechanics and Geoengineering-An International Journal","volume":" ","pages":""},"PeriodicalIF":1.3,"publicationDate":"2022-11-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"49244556","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
Interaction analysis of two floating granular piled raft units 两个浮式颗粒桩筏板单元的相互作用分析
IF 1.3
Geomechanics and Geoengineering-An International Journal Pub Date : 2022-10-28 DOI: 10.1080/17486025.2022.2136409
Ashish Solanki, J. Sharma, M. Madhav
{"title":"Interaction analysis of two floating granular piled raft units","authors":"Ashish Solanki, J. Sharma, M. Madhav","doi":"10.1080/17486025.2022.2136409","DOIUrl":"https://doi.org/10.1080/17486025.2022.2136409","url":null,"abstract":"","PeriodicalId":46470,"journal":{"name":"Geomechanics and Geoengineering-An International Journal","volume":"1 1","pages":""},"PeriodicalIF":1.3,"publicationDate":"2022-10-28","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"43929748","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 2
Controlled Low-Strength Materials (CLSM) as backfill: experimental investigation on CLSM properties and numerical evaluation of stresses and strains using PLAXIS 2D 可控低强度材料(CLSM)作为充填体:CLSM性能试验研究及PLAXIS 2D应力应变数值计算
IF 1.3
Geomechanics and Geoengineering-An International Journal Pub Date : 2022-09-09 DOI: 10.1080/17486025.2022.2121431
L. K, Akhilesh Kumar, C. Singh
{"title":"Controlled Low-Strength Materials (CLSM) as backfill: experimental investigation on CLSM properties and numerical evaluation of stresses and strains using PLAXIS 2D","authors":"L. K, Akhilesh Kumar, C. Singh","doi":"10.1080/17486025.2022.2121431","DOIUrl":"https://doi.org/10.1080/17486025.2022.2121431","url":null,"abstract":"ABSTRACT Retaining walls are a part of the geotechnical construction industry for the support of structures from soil erosion. Granular materials are conventionally used as backfill behind retaining walls. Instead of the conventional compacted granular fill, other industrial by-products are also used nowadays. The utilisation of these industrial by-products for Civil engineering applications helps to build a sustainable environment by reducing the waste depositions. In this paper, an experimental study was conducted to evaluate the properties of coal ash-based Controlled Low Strength Materials (CLSM) for backfill applications. The properties of pond ash-based CLSM mixes were studied to identify the effectiveness in utilising CLSM for backfill applications. Further, numerical analysis using PLAXIS 2D was carried out to evaluate the stresses and displacements developed in retaining walls for different backfilling materials. It was observed that CLSM mixes exhibit the properties required for utilising it as a backfill material. The stresses and deformations developed in situations where CLSM was used were found to be negligible compared to the normal compacted backfill materials. Thus, the studies on CLSM mixes showed that pond ash can be used as a replacement to natural aggregates which can be used as a backfill for retaining wall applications.","PeriodicalId":46470,"journal":{"name":"Geomechanics and Geoengineering-An International Journal","volume":"18 1","pages":"577 - 592"},"PeriodicalIF":1.3,"publicationDate":"2022-09-09","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"44187165","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
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