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":null,"pages":null},"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":null,"pages":null},"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":null,"pages":null},"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":null,"pages":null},"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":null,"pages":null},"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":null,"pages":null},"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}
Soil movements due to tunnelling work may induce severe stresses on the foundations supporting nearby structures. The situation is particularly severe for the cases of short piles supporting low-ri...
{"title":"Axial response of short pile due to tunnelling-induced soil movement in soft clay","authors":"Hongyu Wang, C. Leung, Jian Yu, Maosong Huang","doi":"10.1680/JPHMG.18.00045","DOIUrl":"https://doi.org/10.1680/JPHMG.18.00045","url":null,"abstract":"Soil movements due to tunnelling work may induce severe stresses on the foundations supporting nearby structures. The situation is particularly severe for the cases of short piles supporting low-ri...","PeriodicalId":48816,"journal":{"name":"International Journal of Physical Modelling in Geotechnics","volume":null,"pages":null},"PeriodicalIF":1.9,"publicationDate":"2020-03-17","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://sci-hub-pdf.com/10.1680/JPHMG.18.00045","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"43256455","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}
Yan-Guo Zhou, Di Meng, Q. Ma, D. Ling, Bo-Chen Huang, Yun-min Chen
In dynamic centrifuge modelling, shaking control is one of the key technologies and has important effects on the accuracy and repeatability of the model tests. In this study, a series of analyses a...
{"title":"Frequency response function and shaking control of the ZJU-400 geotechnical centrifuge shaker","authors":"Yan-Guo Zhou, Di Meng, Q. Ma, D. Ling, Bo-Chen Huang, Yun-min Chen","doi":"10.1680/jphmg.19.00029","DOIUrl":"https://doi.org/10.1680/jphmg.19.00029","url":null,"abstract":"In dynamic centrifuge modelling, shaking control is one of the key technologies and has important effects on the accuracy and repeatability of the model tests. In this study, a series of analyses a...","PeriodicalId":48816,"journal":{"name":"International Journal of Physical Modelling in Geotechnics","volume":null,"pages":null},"PeriodicalIF":1.9,"publicationDate":"2020-03-17","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://sci-hub-pdf.com/10.1680/jphmg.19.00029","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"43946518","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}
Y. Jeong, Jae‐Hyun Kim, S. Manandhar, J. Ha, Heon-Joon Park, Dong‐Soo Kim
In recent years, the tripod suction bucket foundation has been considered as an option to support offshore wind turbines. In an offshore environment, a wind turbine foundation should be designed co...
{"title":"Centrifuge modelling of drained pullout and compression cyclic behaviour of suction bucket","authors":"Y. Jeong, Jae‐Hyun Kim, S. Manandhar, J. Ha, Heon-Joon Park, Dong‐Soo Kim","doi":"10.1680/JPHMG.18.00044","DOIUrl":"https://doi.org/10.1680/JPHMG.18.00044","url":null,"abstract":"In recent years, the tripod suction bucket foundation has been considered as an option to support offshore wind turbines. In an offshore environment, a wind turbine foundation should be designed co...","PeriodicalId":48816,"journal":{"name":"International Journal of Physical Modelling in Geotechnics","volume":null,"pages":null},"PeriodicalIF":1.9,"publicationDate":"2020-03-17","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://sci-hub-pdf.com/10.1680/JPHMG.18.00044","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"45416699","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}
Sasan Ghadimi Garmjani, Alireza Kardani Moghaddam, P. Maleki, Y. Jafarian
Liquefaction during earthquake excitations is one of the most important causes of damage imposed on structures. This phenomenon in saturated loose sand deposits increases water pressure and reduces...
地震激励下的液化是结构损伤的最重要原因之一。饱和松散砂沉积物中的这种现象增加了水压，降低了。。。
{"title":"Effect of non-liquefiable layer on bearing capacity and settlement of shallow foundations","authors":"Sasan Ghadimi Garmjani, Alireza Kardani Moghaddam, P. Maleki, Y. Jafarian","doi":"10.1680/jphmg.19.00016","DOIUrl":"https://doi.org/10.1680/jphmg.19.00016","url":null,"abstract":"Liquefaction during earthquake excitations is one of the most important causes of damage imposed on structures. This phenomenon in saturated loose sand deposits increases water pressure and reduces...","PeriodicalId":48816,"journal":{"name":"International Journal of Physical Modelling in Geotechnics","volume":null,"pages":null},"PeriodicalIF":1.9,"publicationDate":"2020-03-16","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://sci-hub-pdf.com/10.1680/jphmg.19.00016","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"49494832","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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