An instrumented 1:70 scale model underground tunnel, located below a free water body, was subjected to explosions in centrifuge model tests. Utilising centrifuge scaling relations, each test at 70g...
{"title":"Pore-pressure development near tunnel due to underwater explosion from centrifuge tests","authors":"A. De, A. Niemiec, T. Zimmie","doi":"10.1680/jphmg.19.00037","DOIUrl":"https://doi.org/10.1680/jphmg.19.00037","url":null,"abstract":"An instrumented 1:70 scale model underground tunnel, located below a free water body, was subjected to explosions in centrifuge model tests. Utilising centrifuge scaling relations, each test at 70g...","PeriodicalId":48816,"journal":{"name":"International Journal of Physical Modelling in Geotechnics","volume":" ","pages":"1-17"},"PeriodicalIF":1.9,"publicationDate":"2020-07-17","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://sci-hub-pdf.com/10.1680/jphmg.19.00037","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"48605409","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}
This paper presents a physical model study of the feasibility and performance of a monopiled gravity base structure (MGBS) for offshore foundation applications. The research study builds on the cur...
本文对近海基础中单桩重力基础结构的可行性和性能进行了物理模型研究。这项研究是建立在……
{"title":"Performance of a self-installing monopiled gravity base structure under lateral loading","authors":"K. Stone, Maria Diakoumi","doi":"10.1680/jphmg.19.00036","DOIUrl":"https://doi.org/10.1680/jphmg.19.00036","url":null,"abstract":"This paper presents a physical model study of the feasibility and performance of a monopiled gravity base structure (MGBS) for offshore foundation applications. The research study builds on the cur...","PeriodicalId":48816,"journal":{"name":"International Journal of Physical Modelling in Geotechnics","volume":"1 1","pages":"1-21"},"PeriodicalIF":1.9,"publicationDate":"2020-07-14","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://sci-hub-pdf.com/10.1680/jphmg.19.00036","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"48988567","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}
Submarine landslides can cut off seabed pipelines and cables and destroy near-shore structures. Such processes can result in tsunamis, which inflict additional enormous damage in near-shore areas. ...
{"title":"Centrifuge model tests of earthquake-induced submarine landslide","authors":"Hidenori Takahashi, N. Fujii, S. Sassa","doi":"10.1680/JPHMG.18.00048","DOIUrl":"https://doi.org/10.1680/JPHMG.18.00048","url":null,"abstract":"Submarine landslides can cut off seabed pipelines and cables and destroy near-shore structures. Such processes can result in tsunamis, which inflict additional enormous damage in near-shore areas. ...","PeriodicalId":48816,"journal":{"name":"International Journal of Physical Modelling in Geotechnics","volume":"20 1","pages":"254-266"},"PeriodicalIF":1.9,"publicationDate":"2020-07-14","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://sci-hub-pdf.com/10.1680/JPHMG.18.00048","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"41816850","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}
D. Lucas, R. Herzog, M. Iten, H. Buschor, A. Kieper, A. Askarinejad, S. Springman
Predicting the trigger of a slope failure of a steep Alpine scree slope in south-west Switzerland is challenging. The groundwater (GW) flow from snow-melting and rainfall infiltration during summer...
{"title":"Modelling of landslides in a scree slope induced by groundwater and rainfall","authors":"D. Lucas, R. Herzog, M. Iten, H. Buschor, A. Kieper, A. Askarinejad, S. Springman","doi":"10.1680/JPHMG.18.00106","DOIUrl":"https://doi.org/10.1680/JPHMG.18.00106","url":null,"abstract":"Predicting the trigger of a slope failure of a steep Alpine scree slope in south-west Switzerland is challenging. The groundwater (GW) flow from snow-melting and rainfall infiltration during summer...","PeriodicalId":48816,"journal":{"name":"International Journal of Physical Modelling in Geotechnics","volume":"20 1","pages":"177-197"},"PeriodicalIF":1.9,"publicationDate":"2020-07-14","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://sci-hub-pdf.com/10.1680/JPHMG.18.00106","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"47116442","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 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":"20 1","pages":"212-223"},"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":"20 1","pages":"198-211"},"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":"20 1","pages":"239-253"},"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":"20 1","pages":"175-176"},"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":"20 1","pages":"224-238"},"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":" ","pages":"1-17"},"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}
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