Zhong-jin Wang, Ri-hong Zhang, P. Fang, Wen-Jun Wang, Hengyu Wang
Based on the conclusion that the effect of normal pressure on temperature distribution and the effect of temperature on soil–concrete interface friction are negligible, the finite-element model was...
{"title":"Analysis of an energy pile enduring cyclic temperature loads","authors":"Zhong-jin Wang, Ri-hong Zhang, P. Fang, Wen-Jun Wang, Hengyu Wang","doi":"10.1680/JGERE.18.00043","DOIUrl":"https://doi.org/10.1680/JGERE.18.00043","url":null,"abstract":"Based on the conclusion that the effect of normal pressure on temperature distribution and the effect of temperature on soil–concrete interface friction are negligible, the finite-element model was...","PeriodicalId":44054,"journal":{"name":"Geotechnical Research","volume":" ","pages":""},"PeriodicalIF":1.9,"publicationDate":"2019-09-12","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://sci-hub-pdf.com/10.1680/JGERE.18.00043","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"49323538","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}
A numerical model is developed to simulate fluid flow conditions around a wellbore and to evaluate mechanisms governing fluid flow, pressure gradients, rock failure and the ensuing sand production....
{"title":"Computational study of reservoir sand production mechanisms","authors":"K. Eshiet, Dongmin Yang, Yong Sheng","doi":"10.1680/JGERE.18.00026","DOIUrl":"https://doi.org/10.1680/JGERE.18.00026","url":null,"abstract":"A numerical model is developed to simulate fluid flow conditions around a wellbore and to evaluate mechanisms governing fluid flow, pressure gradients, rock failure and the ensuing sand production....","PeriodicalId":44054,"journal":{"name":"Geotechnical Research","volume":" ","pages":""},"PeriodicalIF":1.9,"publicationDate":"2019-09-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://sci-hub-pdf.com/10.1680/JGERE.18.00026","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"49189541","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}
The liquid limit (LL), as originally proposed by Atterberg, is notionally the water content below which fine-grained soil ceases to flow as a liquid. In many countries, the Casagrande-cup approach ...
{"title":"Fallacy of wide undrained strength range at the Casagrande liquid limit","authors":"B. O’Kelly","doi":"10.1680/JGERE.18.00040","DOIUrl":"https://doi.org/10.1680/JGERE.18.00040","url":null,"abstract":"The liquid limit (LL), as originally proposed by Atterberg, is notionally the water content below which fine-grained soil ceases to flow as a liquid. In many countries, the Casagrande-cup approach ...","PeriodicalId":44054,"journal":{"name":"Geotechnical Research","volume":" ","pages":""},"PeriodicalIF":1.9,"publicationDate":"2019-09-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://sci-hub-pdf.com/10.1680/JGERE.18.00040","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"42881023","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}
A. Iizuka, S. Tachibana, T. Takeyama, Y. Sugiyama, S. Nomura, H. Ohta
Although the soil, water and air coupling theory has been deductively derived from the three-phase mixture theory, assumptions and interpretations inherent in soil mechanics are also conveniently i...
{"title":"Extension of unsaturated soil mechanics and its applications","authors":"A. Iizuka, S. Tachibana, T. Takeyama, Y. Sugiyama, S. Nomura, H. Ohta","doi":"10.1680/JGERE.18.00004","DOIUrl":"https://doi.org/10.1680/JGERE.18.00004","url":null,"abstract":"Although the soil, water and air coupling theory has been deductively derived from the three-phase mixture theory, assumptions and interpretations inherent in soil mechanics are also conveniently i...","PeriodicalId":44054,"journal":{"name":"Geotechnical Research","volume":" ","pages":""},"PeriodicalIF":1.9,"publicationDate":"2019-09-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://sci-hub-pdf.com/10.1680/JGERE.18.00004","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"47649612","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}
The seismic response of an underground structure is analysed in the time domain by considering the non-linearity of soil and the structure–soil–underground structure interaction. A three-dimensiona...
{"title":"Seismic response of SSSI system: surface structures and subway","authors":"Yu Miao, Yi Zhong, Xixi Chen, B. Ruan","doi":"10.1680/JGERE.18.00010","DOIUrl":"https://doi.org/10.1680/JGERE.18.00010","url":null,"abstract":"The seismic response of an underground structure is analysed in the time domain by considering the non-linearity of soil and the structure–soil–underground structure interaction. A three-dimensiona...","PeriodicalId":44054,"journal":{"name":"Geotechnical Research","volume":"87 1","pages":""},"PeriodicalIF":1.9,"publicationDate":"2019-06-13","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://sci-hub-pdf.com/10.1680/JGERE.18.00010","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"67484618","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}
In recent years, there has been a surge in the study of applying biotechnologies to geotechnical engineering by using microbial processes to change the physical and mechanical behaviour of soils an...
近年来，将生物技术应用于岩土工程的研究激增，利用微生物过程来改变土壤和土体的物理和机械行为。
{"title":"Research advances and challenges in biogeotechnologies","authors":"Jia He, J. Chu, Yu-feng Gao, Han-long Liu","doi":"10.1680/JGERE.18.00035","DOIUrl":"https://doi.org/10.1680/JGERE.18.00035","url":null,"abstract":"In recent years, there has been a surge in the study of applying biotechnologies to geotechnical engineering by using microbial processes to change the physical and mechanical behaviour of soils an...","PeriodicalId":44054,"journal":{"name":"Geotechnical Research","volume":" ","pages":""},"PeriodicalIF":1.9,"publicationDate":"2019-06-13","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://sci-hub-pdf.com/10.1680/JGERE.18.00035","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"41675079","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}
LatapieBenoît, A AlbeldaRhea, Abou SamraMichelle, AlzaylaieMarwan, SumputhJoyshwin
There is limited published information available on design guidance and performance of deep pile foundations in Dubai, UAE. In response to this situation, the piling industry tends to be over-conse...
在阿联酋迪拜，关于深桩基础的设计指导和性能的公开信息有限。针对这种情况，打桩行业往往过于谨慎……
{"title":"A review of piling industry practices in Dubai, UAE: proposed UCS-based correlations","authors":"LatapieBenoît, A AlbeldaRhea, Abou SamraMichelle, AlzaylaieMarwan, SumputhJoyshwin","doi":"10.1680/JGERE.18.00021","DOIUrl":"https://doi.org/10.1680/JGERE.18.00021","url":null,"abstract":"There is limited published information available on design guidance and performance of deep pile foundations in Dubai, UAE. In response to this situation, the piling industry tends to be over-conse...","PeriodicalId":44054,"journal":{"name":"Geotechnical Research","volume":" ","pages":""},"PeriodicalIF":1.9,"publicationDate":"2019-06-13","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://sci-hub-pdf.com/10.1680/JGERE.18.00021","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"47142620","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}
In this study, the effects of soaking time and confining water pressure on the compressive and flexural strengths of rock due to the dissolution of gypsum content in rock samples with 96% gypsum (C...
研究了浸泡时间和围水压力对96%石膏（C。。。
{"title":"Vipulanandan p–q model to predict the effect of pressurised water on the strengths of gypsum rock in Kurdistan Region, Iraq","authors":"A. Mohammed, N. Salih","doi":"10.1680/JGERE.18.00014","DOIUrl":"https://doi.org/10.1680/JGERE.18.00014","url":null,"abstract":"In this study, the effects of soaking time and confining water pressure on the compressive and flexural strengths of rock due to the dissolution of gypsum content in rock samples with 96% gypsum (C...","PeriodicalId":44054,"journal":{"name":"Geotechnical Research","volume":"1 1","pages":""},"PeriodicalIF":1.9,"publicationDate":"2019-06-13","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://sci-hub-pdf.com/10.1680/JGERE.18.00014","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"41552123","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}
Rohollah Rostami, S. Bhattacharya, N. Hytiris, S. Mickovski
Liquefaction is an important seismic hazard that can cause extensive damage and high economic impact during earthquakes. Despite the extensive research, methodologies and approaches for managing li...
{"title":"Seismic risk management of piles in liquefiable soils stabilised with cementation or lattice structures","authors":"Rohollah Rostami, S. Bhattacharya, N. Hytiris, S. Mickovski","doi":"10.1680/JGERE.18.00029","DOIUrl":"https://doi.org/10.1680/JGERE.18.00029","url":null,"abstract":"Liquefaction is an important seismic hazard that can cause extensive damage and high economic impact during earthquakes. Despite the extensive research, methodologies and approaches for managing li...","PeriodicalId":44054,"journal":{"name":"Geotechnical Research","volume":" ","pages":""},"PeriodicalIF":1.9,"publicationDate":"2019-06-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://sci-hub-pdf.com/10.1680/JGERE.18.00029","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"45245208","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}
This paper provides guidance on quantifying the extent of corner effects in excavations and their impact on damage assessment. The corner effects’ extent is of great importance in making early deci...
{"title":"Influence of corners in excavations on damage assessment","authors":"R. Fuentes","doi":"10.1680/JGERE.18.00017","DOIUrl":"https://doi.org/10.1680/JGERE.18.00017","url":null,"abstract":"This paper provides guidance on quantifying the extent of corner effects in excavations and their impact on damage assessment. The corner effects’ extent is of great importance in making early deci...","PeriodicalId":44054,"journal":{"name":"Geotechnical Research","volume":" ","pages":""},"PeriodicalIF":1.9,"publicationDate":"2019-06-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://sci-hub-pdf.com/10.1680/JGERE.18.00017","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"47580670","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}
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