An emerging foundation design scheme, termed a rocking foundation, has the potential to limit loads transmitted to the superstructure, with the potential trade-off of increased settlements and rota...
{"title":"Performance of rocking foundations on unsaturated soil layers with variable groundwater levels","authors":"M. Turner, M. Ghayoomi, K. Ueda, R. Uzuoka","doi":"10.1680/JGEOT.20.P.221","DOIUrl":"https://doi.org/10.1680/JGEOT.20.P.221","url":null,"abstract":"An emerging foundation design scheme, termed a rocking foundation, has the potential to limit loads transmitted to the superstructure, with the potential trade-off of increased settlements and rota...","PeriodicalId":55098,"journal":{"name":"Geotechnique","volume":null,"pages":null},"PeriodicalIF":5.8,"publicationDate":"2021-09-07","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"44777777","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}
Numerous incidents and failures of earth slopes, dykes, levees and embankment dams are caused by internal erosion. At a time of global climate change, rapid pore-water pressure changes in soil mass...
{"title":"Hydro-mechanical behaviour of soil experiencing seepage erosion under cyclic hydraulic gradient","authors":"Chen Chen, L. Zhang","doi":"10.1680/JGEOT.20.P.340","DOIUrl":"https://doi.org/10.1680/JGEOT.20.P.340","url":null,"abstract":"Numerous incidents and failures of earth slopes, dykes, levees and embankment dams are caused by internal erosion. At a time of global climate change, rapid pore-water pressure changes in soil mass...","PeriodicalId":55098,"journal":{"name":"Geotechnique","volume":null,"pages":null},"PeriodicalIF":5.8,"publicationDate":"2021-09-06","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"46796412","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}
Silty alluvial soils are highly compressible. Deep soil mixing is being increasingly used for remediating such ground conditions, which produces artificially cemented soil columns that gain strengt...
{"title":"A new framework for quantifying the structure of undisturbed and artificially cemented alluvium","authors":"P. Sargent, M. Rouainia","doi":"10.1680/JGEOT.21.00059","DOIUrl":"https://doi.org/10.1680/JGEOT.21.00059","url":null,"abstract":"Silty alluvial soils are highly compressible. Deep soil mixing is being increasingly used for remediating such ground conditions, which produces artificially cemented soil columns that gain strengt...","PeriodicalId":55098,"journal":{"name":"Geotechnique","volume":null,"pages":null},"PeriodicalIF":5.8,"publicationDate":"2021-09-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"47714678","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}
In order to better understand the physical interactions between compacted bentonite and the host rock, the swelling pressure acting on a constraining material with slight deformability and the volu...
{"title":"Swelling pressure of compacted bentonite acting on constraining material with deformability","authors":"Yasutaka Watanabe, Yukihisa Tanaka","doi":"10.1680/JGEOT.20.P.348","DOIUrl":"https://doi.org/10.1680/JGEOT.20.P.348","url":null,"abstract":"In order to better understand the physical interactions between compacted bentonite and the host rock, the swelling pressure acting on a constraining material with slight deformability and the volu...","PeriodicalId":55098,"journal":{"name":"Geotechnique","volume":null,"pages":null},"PeriodicalIF":5.8,"publicationDate":"2021-08-23","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"41970639","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 present study proposes a closed-form analytical solution for investigating the behaviour of buried adjacent pipeline subjected to ground heave induced from static pipe bursting underneath. The ...
{"title":"Buried Pipeline Subjected to Static Pipe Bursting Underneath: A Closed-Form Analytical Solution","authors":"Chaidul Haque Chaudhuri, D. Choudhury","doi":"10.1680/JGEOT.20.P.167","DOIUrl":"https://doi.org/10.1680/JGEOT.20.P.167","url":null,"abstract":"The present study proposes a closed-form analytical solution for investigating the behaviour of buried adjacent pipeline subjected to ground heave induced from static pipe bursting underneath. The ...","PeriodicalId":55098,"journal":{"name":"Geotechnique","volume":null,"pages":null},"PeriodicalIF":5.8,"publicationDate":"2021-08-18","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"43410641","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}
Q. Hu, Fei Han, M. Prezzi, R. Salgado, Minghua Zhao
Due to the increasing demand for renewable clean energy, there has been rapid growth in the development of offshore wind energy resources in recent years. The majority of offshore wind turbines are...
由于对可再生清洁能源的需求不断增加，近年来海上风能资源的开发迅速增长。大多数海上风力涡轮机是。。。
{"title":"Lateral load response of large-diameter monopiles in sand","authors":"Q. Hu, Fei Han, M. Prezzi, R. Salgado, Minghua Zhao","doi":"10.1680/JGEOT.20.00002","DOIUrl":"https://doi.org/10.1680/JGEOT.20.00002","url":null,"abstract":"Due to the increasing demand for renewable clean energy, there has been rapid growth in the development of offshore wind energy resources in recent years. The majority of offshore wind turbines are...","PeriodicalId":55098,"journal":{"name":"Geotechnique","volume":null,"pages":null},"PeriodicalIF":5.8,"publicationDate":"2021-08-16","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"46742736","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 engineering characteristics of ocean sediments are significantly affected by fine particles such as diatoms. The objective of this study is to experimentally investigate the compressibility, sm...
海洋沉积物的工程特性受到硅藻等细颗粒的显著影响。本研究的目的是通过实验研究材料的可压缩性。
{"title":"Compressibility, Stiffness, and Electrical Resistivity Characteristics of Sand-Diatom Mixtures","authors":"Ngoc Hoang, Sang Yeob Kim, Jong Sub Lee","doi":"10.1680/JGEOT.20.P.136","DOIUrl":"https://doi.org/10.1680/JGEOT.20.P.136","url":null,"abstract":"The engineering characteristics of ocean sediments are significantly affected by fine particles such as diatoms. The objective of this study is to experimentally investigate the compressibility, sm...","PeriodicalId":55098,"journal":{"name":"Geotechnique","volume":null,"pages":null},"PeriodicalIF":5.8,"publicationDate":"2021-08-10","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"43933894","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}
H. Ke, P. Ma, Yunmin Chen, Ding Dong, Shiyu Zhao, Yi Qing Yang, Chidochashe Clemency Nhema
To investigate the instability behaviors of municipal solid waste under the reduction of effective means stress, consolidated undrained (CU), constant shear drained (CSD) and constant shear undrain...
{"title":"Instability of Municipal Solid Waste along the Constant Deviatoric Stress Path and its Engineering Significance","authors":"H. Ke, P. Ma, Yunmin Chen, Ding Dong, Shiyu Zhao, Yi Qing Yang, Chidochashe Clemency Nhema","doi":"10.1680/JGEOT.20.P.362","DOIUrl":"https://doi.org/10.1680/JGEOT.20.P.362","url":null,"abstract":"To investigate the instability behaviors of municipal solid waste under the reduction of effective means stress, consolidated undrained (CU), constant shear drained (CSD) and constant shear undrain...","PeriodicalId":55098,"journal":{"name":"Geotechnique","volume":null,"pages":null},"PeriodicalIF":5.8,"publicationDate":"2021-08-10","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"44248082","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}
This study investigates the drying-induced microstructure evolution of compacted silt with different salinities, using mercury intrusion porosimetry (MIP) and environmental scanning electron micros...
采用压汞孔隙度法(MIP)和环境扫描电镜(sem)研究了不同盐度压实粉土的干致微观结构演化。
{"title":"Drying effect on the microstructure of compacted salted silt","authors":"Zi Ying, Yu-Jun Cui, N. Benahmed, M. Duc","doi":"10.1680/JGEOT.20.P.319","DOIUrl":"https://doi.org/10.1680/JGEOT.20.P.319","url":null,"abstract":"This study investigates the drying-induced microstructure evolution of compacted silt with different salinities, using mercury intrusion porosimetry (MIP) and environmental scanning electron micros...","PeriodicalId":55098,"journal":{"name":"Geotechnique","volume":null,"pages":null},"PeriodicalIF":5.8,"publicationDate":"2021-08-10","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"45550988","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. Ciancimino, L. Jones, L. Sakellariadis, I. Anastasopoulos, S. Foti
Scouring around piers is recognized as one of the main causes of bridge failure. Local scour refers to the localized erosion of soil at piers and abutments caused by flow-induced vortices around th...
{"title":"Experimental assessment of the performance of a bridge pier subjected to flood-induced foundation scour","authors":"A. Ciancimino, L. Jones, L. Sakellariadis, I. Anastasopoulos, S. Foti","doi":"10.1680/JGEOT.20.P.230","DOIUrl":"https://doi.org/10.1680/JGEOT.20.P.230","url":null,"abstract":"Scouring around piers is recognized as one of the main causes of bridge failure. Local scour refers to the localized erosion of soil at piers and abutments caused by flow-induced vortices around th...","PeriodicalId":55098,"journal":{"name":"Geotechnique","volume":null,"pages":null},"PeriodicalIF":5.8,"publicationDate":"2021-08-02","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"48230396","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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