Jinhui Li, Chenglong Wu, W. Luo, Luwei Sun, D. White
Classical bearing capacity theory was developed mainly based on spatially uniform soil properties, which cannot account for the influence of inherent soil variability. If the soil strength is heter...
经典承载力理论主要基于空间均匀的土壤特性，不能考虑土壤固有变异性的影响。如果土壤强度较高。。。
{"title":"An extended Prandtl solution for analytical modelling of the bearing capacity of a shallow foundation on a spatially variable undrained clay","authors":"Jinhui Li, Chenglong Wu, W. Luo, Luwei Sun, D. White","doi":"10.1680/JGEOT.20.P.118","DOIUrl":"https://doi.org/10.1680/JGEOT.20.P.118","url":null,"abstract":"Classical bearing capacity theory was developed mainly based on spatially uniform soil properties, which cannot account for the influence of inherent soil variability. If the soil strength is heter...","PeriodicalId":55098,"journal":{"name":"Geotechnique","volume":" ","pages":"1-10"},"PeriodicalIF":5.8,"publicationDate":"2021-03-24","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"44331635","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
A series of bender element tests was carried out to investigate the variation of small-strain stiffness (Gmax) of sand–granulated rubber mixtures under long-term loading. Comparisons were made usin...
{"title":"Influence of creep on the small-strain stiffness of sand–rubber mixtures","authors":"Yubao Tian, K. Senetakis","doi":"10.1680/JGEOT.20.P.208","DOIUrl":"https://doi.org/10.1680/JGEOT.20.P.208","url":null,"abstract":"A series of bender element tests was carried out to investigate the variation of small-strain stiffness (Gmax) of sand–granulated rubber mixtures under long-term loading. Comparisons were made usin...","PeriodicalId":55098,"journal":{"name":"Geotechnique","volume":"1 1","pages":"1-12"},"PeriodicalIF":5.8,"publicationDate":"2021-03-23","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"44087555","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Yinghui Tian, Wanchao Wu, M. Cassidy, Mark F. Randolph
Offshore pipelines are important infrastructure for transporting oil and gas. They are subjected to cycles of high temperature and pressure variation during operation and shutdown periods, and are ...
{"title":"A complete analytical solution for axial pipeline walking considering seabed resistance as rigid plastic behaviour","authors":"Yinghui Tian, Wanchao Wu, M. Cassidy, Mark F. Randolph","doi":"10.1680/JGEOT.20.P.135","DOIUrl":"https://doi.org/10.1680/JGEOT.20.P.135","url":null,"abstract":"Offshore pipelines are important infrastructure for transporting oil and gas. They are subjected to cycles of high temperature and pressure variation during operation and shutdown periods, and are ...","PeriodicalId":55098,"journal":{"name":"Geotechnique","volume":" ","pages":"1-15"},"PeriodicalIF":5.8,"publicationDate":"2021-03-19","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"45418144","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Earthquake-induced soil liquefaction can generate excessive damage to building structures due to significant reduction in soil effective stress. With increasing urbanisation and population growth, ...
{"title":"Effect of soil permeability on soil–structure and structure–soil–structure interaction of low-rise structures","authors":"Shengwenjun Qi, J. Knappett","doi":"10.1680/JGEOT.20.P.109","DOIUrl":"https://doi.org/10.1680/JGEOT.20.P.109","url":null,"abstract":"Earthquake-induced soil liquefaction can generate excessive damage to building structures due to significant reduction in soil effective stress. With increasing urbanisation and population growth, ...","PeriodicalId":55098,"journal":{"name":"Geotechnique","volume":"1 1","pages":"1-16"},"PeriodicalIF":5.8,"publicationDate":"2021-03-19","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"67484945","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Both the solid and fluid phases in a debris flow vitally influence the impact dynamics against a rigid barrier. However, previous numerical and analytical models commonly adopt an equivalent fluid ...
{"title":"Influence of solid–fluid interaction on impact dynamics against rigid barrier: CFD–DEM modelling","authors":"Fang Jun, Lizhong Wang, Yi Hong, Jidong Zhao","doi":"10.1680/JGEOT.19.P.160","DOIUrl":"https://doi.org/10.1680/JGEOT.19.P.160","url":null,"abstract":"Both the solid and fluid phases in a debris flow vitally influence the impact dynamics against a rigid barrier. However, previous numerical and analytical models commonly adopt an equivalent fluid ...","PeriodicalId":55098,"journal":{"name":"Geotechnique","volume":" ","pages":"1-16"},"PeriodicalIF":5.8,"publicationDate":"2021-03-18","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"48717893","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
The simulation of granular soils partially saturated by two immiscible fluids – say, water and air – has long been restricted to the so-called ‘pendular regime’, in which the wetting phase (i.e. wa...
{"title":"Transitioning from the funicular to the pendular regime in granular soils","authors":"Chao Yuan, B. Chareyre","doi":"10.1680/JGEOT.20.P.141","DOIUrl":"https://doi.org/10.1680/JGEOT.20.P.141","url":null,"abstract":"The simulation of granular soils partially saturated by two immiscible fluids – say, water and air – has long been restricted to the so-called ‘pendular regime’, in which the wetting phase (i.e. wa...","PeriodicalId":55098,"journal":{"name":"Geotechnique","volume":"1 1","pages":"1-32"},"PeriodicalIF":5.8,"publicationDate":"2021-03-18","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"46312536","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Discretely spaced reinforced concrete (RC) energy pile rows have been proposed to be installed at the mid-height of soil slopes. Although the pile row can provide mechanical reinforcement to slopes...
离散间距钢筋混凝土能量桩排被建议安装在土坡的中高处。虽然桩排可以为斜坡提供机械加固……
{"title":"Centrifuge modelling of the use of discretely spaced energy pile row to reinforce unsaturated silt","authors":"D. Vitali, A. Leung, S. Feng, J. Knappett, Li Ma","doi":"10.1680/JGEOT.20.P.157","DOIUrl":"https://doi.org/10.1680/JGEOT.20.P.157","url":null,"abstract":"Discretely spaced reinforced concrete (RC) energy pile rows have been proposed to be installed at the mid-height of soil slopes. Although the pile row can provide mechanical reinforcement to slopes...","PeriodicalId":55098,"journal":{"name":"Geotechnique","volume":" ","pages":"1-14"},"PeriodicalIF":5.8,"publicationDate":"2021-03-11","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"46366437","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
D. Kong, Jing-Shen Zhu, Yiwen Long, B. Zhu, Qingjie Yang, Yu-feng Gao, Yunmin Chen
This paper details a programme of centrifuge tests (100g) on the monotonic and cyclic lateral behaviour of large-diameter semi-rigid monopiles in kaolin clay. Piles of different diameters were used...
{"title":"Centrifuge modelling on monotonic and cyclic lateral behaviour of monopiles in kaolin clay","authors":"D. Kong, Jing-Shen Zhu, Yiwen Long, B. Zhu, Qingjie Yang, Yu-feng Gao, Yunmin Chen","doi":"10.1680/JGEOT.19.P.402","DOIUrl":"https://doi.org/10.1680/JGEOT.19.P.402","url":null,"abstract":"This paper details a programme of centrifuge tests (100g) on the monotonic and cyclic lateral behaviour of large-diameter semi-rigid monopiles in kaolin clay. Piles of different diameters were used...","PeriodicalId":55098,"journal":{"name":"Geotechnique","volume":" ","pages":"1-14"},"PeriodicalIF":5.8,"publicationDate":"2021-03-10","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"47342045","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
The pile response is of great importance to the effectiveness of a row of piles used as a landslide mitigation method. However, the current classifications of the pile responses and failure modes d...
{"title":"Non-dimensional solutions for the stabilising piles in landslides in layered cohesive soils considering non-linear soil–pile interactions","authors":"G. Lei, D. Su, M. Cabrera","doi":"10.1680/JGEOT.20.P.267","DOIUrl":"https://doi.org/10.1680/JGEOT.20.P.267","url":null,"abstract":"The pile response is of great importance to the effectiveness of a row of piles used as a landslide mitigation method. However, the current classifications of the pile responses and failure modes d...","PeriodicalId":55098,"journal":{"name":"Geotechnique","volume":" ","pages":"1-15"},"PeriodicalIF":5.8,"publicationDate":"2021-03-10","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"43840685","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
A swelling pressure cell is introduced to measure apparent swelling pressure (ps) and basal spacing of montmorillonite (d001) simultaneously for compacted bentonite during water absorption. Specime...
{"title":"A swelling pressure cell for X-ray diffraction test","authors":"Hailong Wang, H. Komine, Takahiro Gotoh","doi":"10.1680/JGEOT.20.00005","DOIUrl":"https://doi.org/10.1680/JGEOT.20.00005","url":null,"abstract":"A swelling pressure cell is introduced to measure apparent swelling pressure (ps) and basal spacing of montmorillonite (d001) simultaneously for compacted bentonite during water absorption. Specime...","PeriodicalId":55098,"journal":{"name":"Geotechnique","volume":" ","pages":"1-12"},"PeriodicalIF":5.8,"publicationDate":"2021-03-03","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"49197798","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
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