Physical modelling of piles has been recognised as an effective tool to investigate the soil–pile interaction phenomenon. To conduct physical modelling tests on piles, different apparatuses such as...
桩的物理模型是研究桩土相互作用现象的有效工具。为了对桩进行物理模拟试验，不同的设备，如…
{"title":"Optimisation of frustum confining vessels using various boundary and interface conditions","authors":"H. Bak, A. M. Halabian, S. Hashemolhosseini","doi":"10.1680/jphmg.19.00014","DOIUrl":"https://doi.org/10.1680/jphmg.19.00014","url":null,"abstract":"Physical modelling of piles has been recognised as an effective tool to investigate the soil–pile interaction phenomenon. To conduct physical modelling tests on piles, different apparatuses such as...","PeriodicalId":48816,"journal":{"name":"International Journal of Physical Modelling in Geotechnics","volume":" ","pages":""},"PeriodicalIF":1.9,"publicationDate":"2020-06-10","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://sci-hub-pdf.com/10.1680/jphmg.19.00014","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"42685249","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}
In-flight cone penetration tests (CPTs) have been conducted extensively to characterize centrifuge models of dry and saturated soils, but only a limited number of studies have focused on unsaturate...
{"title":"Centrifuge modelling of cone penetration tests in unsaturated clayey sand under various hydraulic conditions","authors":"Muwafaq Awad, I. Sasanakul","doi":"10.1680/jphmg.19.00019","DOIUrl":"https://doi.org/10.1680/jphmg.19.00019","url":null,"abstract":"In-flight cone penetration tests (CPTs) have been conducted extensively to characterize centrifuge models of dry and saturated soils, but only a limited number of studies have focused on unsaturate...","PeriodicalId":48816,"journal":{"name":"International Journal of Physical Modelling in Geotechnics","volume":" ","pages":"1-14"},"PeriodicalIF":1.9,"publicationDate":"2020-06-10","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://sci-hub-pdf.com/10.1680/jphmg.19.00019","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"49362280","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}
The resilience of coastal infrastructure to tsunamis is of utmost importance for the survivability of communities at risk. A substantial part of such infrastructure, such as breakwaters and quay wa...
{"title":"Miniaturised tsunami generator to model interaction of tsunami with coastal infrastructure","authors":"L. Jones, I. Anastasopoulos","doi":"10.1680/jphmg.19.00021","DOIUrl":"https://doi.org/10.1680/jphmg.19.00021","url":null,"abstract":"The resilience of coastal infrastructure to tsunamis is of utmost importance for the survivability of communities at risk. A substantial part of such infrastructure, such as breakwaters and quay wa...","PeriodicalId":48816,"journal":{"name":"International Journal of Physical Modelling in Geotechnics","volume":" ","pages":"1-15"},"PeriodicalIF":1.9,"publicationDate":"2020-05-29","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://sci-hub-pdf.com/10.1680/jphmg.19.00021","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"47323418","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}
A circular aluminium tube 50 mm in diameter was instrumented with two optical fibres, each of which consists of 13 fibre Bragg grating sensors (FBGS). The performance of the FBGS was evaluated by a...
{"title":"Using FBGS to estimate the horizontal response of a monopile in a geotechnical centrifuge","authors":"Zhong-Sen Li, M. Blanc, L. Thorel","doi":"10.1680/jphmg.19.00022","DOIUrl":"https://doi.org/10.1680/jphmg.19.00022","url":null,"abstract":"A circular aluminium tube 50 mm in diameter was instrumented with two optical fibres, each of which consists of 13 fibre Bragg grating sensors (FBGS). The performance of the FBGS was evaluated by a...","PeriodicalId":48816,"journal":{"name":"International Journal of Physical Modelling in Geotechnics","volume":"10 37","pages":"164-174"},"PeriodicalIF":1.9,"publicationDate":"2020-05-19","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://sci-hub-pdf.com/10.1680/jphmg.19.00022","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"41306969","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}
Severe damages of structures observed in previous earthquakes due to faulting, especially reverse faulting with large discontinuous ground displacement under large earth pressure, have triggered st...
{"title":"Development of a fault simulator for soils under large vertical stress in a centrifuge","authors":"J. Takemura, C. Yao, O. Kusakabe","doi":"10.1680/JPHMG.18.00010","DOIUrl":"https://doi.org/10.1680/JPHMG.18.00010","url":null,"abstract":"Severe damages of structures observed in previous earthquakes due to faulting, especially reverse faulting with large discontinuous ground displacement under large earth pressure, have triggered st...","PeriodicalId":48816,"journal":{"name":"International Journal of Physical Modelling in Geotechnics","volume":"20 1","pages":"118-131"},"PeriodicalIF":1.9,"publicationDate":"2020-05-19","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://sci-hub-pdf.com/10.1680/JPHMG.18.00010","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"43223936","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}
Joonmo Lee, M. Hossain, P. Hu, Youngho Kim, M. Cassidy, Yuxia Hu, Sung-gun Park
Spudcan punch-through in layered seabed sediments is one of the major concerns for the jack-up industry. This paper reports the results from a series of centrifuge model tests undertaken to assess ...
{"title":"Effect of spudcan shape on mitigating punch-through in sand-over-clay","authors":"Joonmo Lee, M. Hossain, P. Hu, Youngho Kim, M. Cassidy, Yuxia Hu, Sung-gun Park","doi":"10.1680/JPHMG.18.00072","DOIUrl":"https://doi.org/10.1680/JPHMG.18.00072","url":null,"abstract":"Spudcan punch-through in layered seabed sediments is one of the major concerns for the jack-up industry. This paper reports the results from a series of centrifuge model tests undertaken to assess ...","PeriodicalId":48816,"journal":{"name":"International Journal of Physical Modelling in Geotechnics","volume":"20 1","pages":"150-163"},"PeriodicalIF":1.9,"publicationDate":"2020-05-19","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://sci-hub-pdf.com/10.1680/JPHMG.18.00072","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"43358162","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}
Felipe S. Alves, F. R. Lopes, F. Danziger, Christian Matos de Santana
When predicting the bearing capacity of an H pile, the design engineer is faced with the questions of which perimeter of the pile to consider for lateral resistance, and which base area for tip res...
{"title":"Study of plugging of steel H piles, jacked in sand, in a calibration chamber","authors":"Felipe S. Alves, F. R. Lopes, F. Danziger, Christian Matos de Santana","doi":"10.1680/jphmg.19.00059","DOIUrl":"https://doi.org/10.1680/jphmg.19.00059","url":null,"abstract":"When predicting the bearing capacity of an H pile, the design engineer is faced with the questions of which perimeter of the pile to consider for lateral resistance, and which base area for tip res...","PeriodicalId":48816,"journal":{"name":"International Journal of Physical Modelling in Geotechnics","volume":" ","pages":""},"PeriodicalIF":1.9,"publicationDate":"2020-05-12","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://sci-hub-pdf.com/10.1680/jphmg.19.00059","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"42626646","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}
R. Ragni, B. Bienen, S. Stanier, C. O’Loughlin, M. Cassidy
Suction buckets represent a viable solution as foundations for offshore wind turbines. Installation in sand is relatively straightforward, albeit with limited understanding of the resulting changes...
{"title":"Observations during suction bucket installation in sand","authors":"R. Ragni, B. Bienen, S. Stanier, C. O’Loughlin, M. Cassidy","doi":"10.1680/JPHMG.18.00071","DOIUrl":"https://doi.org/10.1680/JPHMG.18.00071","url":null,"abstract":"Suction buckets represent a viable solution as foundations for offshore wind turbines. Installation in sand is relatively straightforward, albeit with limited understanding of the resulting changes...","PeriodicalId":48816,"journal":{"name":"International Journal of Physical Modelling in Geotechnics","volume":" ","pages":""},"PeriodicalIF":1.9,"publicationDate":"2020-05-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://sci-hub-pdf.com/10.1680/JPHMG.18.00071","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"48241410","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}
Double-row piles are an effective means to control landslides. The purpose of this research study was to explore internal deformation of the anti-sliding mechanism of double-row piles by using a tr...
双排桩是治理滑坡的有效手段。本研究的目的是探讨双排桩抗滑机理的内部变形。
{"title":"Anti-sliding mechanism of soil–rock slope in transparent soil and discrete-element method","authors":"Chi Li, Zhuang Wang, Xuan-ming Ding","doi":"10.1680/jphmg.19.00027","DOIUrl":"https://doi.org/10.1680/jphmg.19.00027","url":null,"abstract":"Double-row piles are an effective means to control landslides. The purpose of this research study was to explore internal deformation of the anti-sliding mechanism of double-row piles by using a tr...","PeriodicalId":48816,"journal":{"name":"International Journal of Physical Modelling in Geotechnics","volume":"1 1","pages":""},"PeriodicalIF":1.9,"publicationDate":"2020-04-15","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://sci-hub-pdf.com/10.1680/jphmg.19.00027","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"42383457","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}
Concrete piles have become common high-load-bearing foundation solutions providing end bearing and frictional resistance along the shaft. They are typically used for founding commercial or resident...
{"title":"Sheet pile groups as an alternative foundation solution to cast-in-situ concrete piles","authors":"J. Panchal, A. McNamara, R. Goodey","doi":"10.1680/jphmg.18.00053","DOIUrl":"https://doi.org/10.1680/jphmg.18.00053","url":null,"abstract":"Concrete piles have become common high-load-bearing foundation solutions providing end bearing and frictional resistance along the shaft. They are typically used for founding commercial or resident...","PeriodicalId":48816,"journal":{"name":"International Journal of Physical Modelling in Geotechnics","volume":"31 1","pages":"83-96"},"PeriodicalIF":1.9,"publicationDate":"2020-03-17","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://sci-hub-pdf.com/10.1680/jphmg.18.00053","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"41299501","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}
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