The stability and failure of a slope stabilised by piles are influenced by the pile bending stiffness. In this paper, the effect of the bending stiffness is studied by centrifuge model tests. Two k...
{"title":"Centrifuge study on the effect of pile bending stiffness on the slope stabilised by piles","authors":"G. Lei, Wei Wu","doi":"10.1680/JPHMG.18.00087","DOIUrl":"https://doi.org/10.1680/JPHMG.18.00087","url":null,"abstract":"The stability and failure of a slope stabilised by piles are influenced by the pile bending stiffness. In this paper, the effect of the bending stiffness is studied by centrifuge model tests. Two k...","PeriodicalId":48816,"journal":{"name":"International Journal of Physical Modelling in Geotechnics","volume":null,"pages":null},"PeriodicalIF":1.9,"publicationDate":"2020-07-14","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://sci-hub-pdf.com/10.1680/JPHMG.18.00087","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"42057804","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}
Sensitive clay landslides are a geohazard often exhibiting flow-like retrogressive behaviour. Soils with high sensitivity experience significant strain softening − a key characteristic of these typ...
{"title":"On casting clay specimens of bespoke shear strength and sensitivity for landslide modelling","authors":"R. Kennedy, G. Siemens, W. A. Take","doi":"10.1680/jphmg.18.00082","DOIUrl":"https://doi.org/10.1680/jphmg.18.00082","url":null,"abstract":"Sensitive clay landslides are a geohazard often exhibiting flow-like retrogressive behaviour. Soils with high sensitivity experience significant strain softening − a key characteristic of these typ...","PeriodicalId":48816,"journal":{"name":"International Journal of Physical Modelling in Geotechnics","volume":null,"pages":null},"PeriodicalIF":1.9,"publicationDate":"2020-07-14","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://sci-hub-pdf.com/10.1680/jphmg.18.00082","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"48356901","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}
M. Hotta, M. Almeida, Deise Pelissaro, Jose Renato Moreira da Silva de Oliveira, S. Tibana, R. G. Borges
Physical modelling studies of submarine landslides in a 5° slope were conducted to assess the occurrence of hydroplaning and turbidity currents. The centrifuge modelling did not aim to simulate the...
对5°斜坡的海底滑坡进行了物理模拟研究，以评估滑水和浊流的发生。离心机模型并不是为了模拟…
{"title":"Centrifuge tests for evaluation of submarine-mudflow hydroplaning and turbidity currents","authors":"M. Hotta, M. Almeida, Deise Pelissaro, Jose Renato Moreira da Silva de Oliveira, S. Tibana, R. G. Borges","doi":"10.1680/jphmg.18.00081","DOIUrl":"https://doi.org/10.1680/jphmg.18.00081","url":null,"abstract":"Physical modelling studies of submarine landslides in a 5° slope were conducted to assess the occurrence of hydroplaning and turbidity currents. The centrifuge modelling did not aim to simulate the...","PeriodicalId":48816,"journal":{"name":"International Journal of Physical Modelling in Geotechnics","volume":null,"pages":null},"PeriodicalIF":1.9,"publicationDate":"2020-07-14","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://sci-hub-pdf.com/10.1680/jphmg.18.00081","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"46750675","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}
Pub Date : 2020-07-14DOI: 10.1680/jphmg.2020.20.4.175
W. A. Take, E. Bowman, A. Askarinejad
{"title":"Editorial: Physical modelling of landslides","authors":"W. A. Take, E. Bowman, A. Askarinejad","doi":"10.1680/jphmg.2020.20.4.175","DOIUrl":"https://doi.org/10.1680/jphmg.2020.20.4.175","url":null,"abstract":"","PeriodicalId":48816,"journal":{"name":"International Journal of Physical Modelling in Geotechnics","volume":null,"pages":null},"PeriodicalIF":1.9,"publicationDate":"2020-07-14","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://sci-hub-pdf.com/10.1680/jphmg.2020.20.4.175","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"41641435","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}
S. Tarazona, M. Almeida, A. Bretschneider, M. Almeida, S. Escoffier, R. G. Borges
The morphological features of submarine canyons significantly modify the amplitude, duration and frequency content of free-field seismic ground motions. This paper examines the influence of these m...
{"title":"Evaluation of seismic site response of submarine clay canyons using centrifuge modelling","authors":"S. Tarazona, M. Almeida, A. Bretschneider, M. Almeida, S. Escoffier, R. G. Borges","doi":"10.1680/JPHMG.18.00084","DOIUrl":"https://doi.org/10.1680/JPHMG.18.00084","url":null,"abstract":"The morphological features of submarine canyons significantly modify the amplitude, duration and frequency content of free-field seismic ground motions. This paper examines the influence of these m...","PeriodicalId":48816,"journal":{"name":"International Journal of Physical Modelling in Geotechnics","volume":null,"pages":null},"PeriodicalIF":1.9,"publicationDate":"2020-07-14","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://sci-hub-pdf.com/10.1680/JPHMG.18.00084","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"45982368","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 series of centrifuge modelling tests was performed in this study to evaluate the internal erosion induced by upward flow that typically occurs during the initiation phase of backward erosion pipi...
本研究进行了一系列离心模拟试验，以评估通常发生在后向侵蚀管道起始阶段的向上流动引起的内部侵蚀。。。
{"title":"Assessment of centrifuge modelling of internal erosion induced by upward flow conditions","authors":"W. Ovalle-Villamil, I. Sasanakul","doi":"10.1680/jphmg.20.00004","DOIUrl":"https://doi.org/10.1680/jphmg.20.00004","url":null,"abstract":"A series of centrifuge modelling tests was performed in this study to evaluate the internal erosion induced by upward flow that typically occurs during the initiation phase of backward erosion pipi...","PeriodicalId":48816,"journal":{"name":"International Journal of Physical Modelling in Geotechnics","volume":null,"pages":null},"PeriodicalIF":1.9,"publicationDate":"2020-06-10","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://sci-hub-pdf.com/10.1680/jphmg.20.00004","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"48986018","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}
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":null,"pages":null},"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":null,"pages":null},"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":null,"pages":null},"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":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.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}
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