{"title":"Layering effects of sand samples prepared by travelling pluviators","authors":"Zhiyong Zhang, S. C. Chian","doi":"10.1680/JPHMG.20.00061","DOIUrl":"https://doi.org/10.1680/JPHMG.20.00061","url":null,"abstract":"","PeriodicalId":48816,"journal":{"name":"International Journal of Physical Modelling in Geotechnics","volume":"1 1","pages":"1-22"},"PeriodicalIF":1.9,"publicationDate":"2021-04-19","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"47631265","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}
{"title":"Lateral bearing capacity of cone-shaped hollow foundation by using limit equilibrium method","authors":"Li Shanshan, Yu-kun Zhang, Dayong Li, Meng Gao","doi":"10.1680/JPHMG.20.00084","DOIUrl":"https://doi.org/10.1680/JPHMG.20.00084","url":null,"abstract":"","PeriodicalId":48816,"journal":{"name":"International Journal of Physical Modelling in Geotechnics","volume":"1 1","pages":"1-28"},"PeriodicalIF":1.9,"publicationDate":"2021-04-19","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"47123598","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}
G. Song, Jingmin Xu, C. Heron, A. Marshall, R. Correia, S. Korposh
{"title":"Centrifuge application of fibre Bragg gratings: pile axial loads and wall bending moments","authors":"G. Song, Jingmin Xu, C. Heron, A. Marshall, R. Correia, S. Korposh","doi":"10.1680/JPHMG.20.00078","DOIUrl":"https://doi.org/10.1680/JPHMG.20.00078","url":null,"abstract":"","PeriodicalId":48816,"journal":{"name":"International Journal of Physical Modelling in Geotechnics","volume":"1 1","pages":"1-33"},"PeriodicalIF":1.9,"publicationDate":"2021-04-08","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"42127983","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 model tests are conducted to measure the soil resistance exerted on a steel pipe under vertical uplift loading at varying displacement rates in compacted clay. It is observed that the meas...
{"title":"Some observations in soil–pipe model tests under vertical uplift loading in compacted clay","authors":"Chee K. Wong, R. Wan, R. Wong","doi":"10.1680/JPHMG.20.00043","DOIUrl":"https://doi.org/10.1680/JPHMG.20.00043","url":null,"abstract":"Physical model tests are conducted to measure the soil resistance exerted on a steel pipe under vertical uplift loading at varying displacement rates in compacted clay. It is observed that the meas...","PeriodicalId":48816,"journal":{"name":"International Journal of Physical Modelling in Geotechnics","volume":"1 1","pages":"1-39"},"PeriodicalIF":1.9,"publicationDate":"2021-03-18","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"46124489","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. Ohta, Y. Sawada, M. Ariyoshi, Y. Mohri, T. Kawabata
This paper reports effects of gravel layers as a thrust restraint in a pipe bend subjected to earthquake loading based on the shaking table tests in a centrifuge. The model pipe was buried under fo...
{"title":"Effects of gravel layer as thrust restraint for pipe bends subjected to earthquake loading","authors":"Y. Ohta, Y. Sawada, M. Ariyoshi, Y. Mohri, T. Kawabata","doi":"10.1680/JPHMG.20.00072","DOIUrl":"https://doi.org/10.1680/JPHMG.20.00072","url":null,"abstract":"This paper reports effects of gravel layers as a thrust restraint in a pipe bend subjected to earthquake loading based on the shaking table tests in a centrifuge. The model pipe was buried under fo...","PeriodicalId":48816,"journal":{"name":"International Journal of Physical Modelling in Geotechnics","volume":"1 1","pages":"1-12"},"PeriodicalIF":1.9,"publicationDate":"2021-03-11","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"41417137","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}
Amir Abbas Samee, M. Yazdandoust, A. Ghalandarzadeh
Reduced-scale shaking table tests were performed on steel-strip back-to-back mechanically stabilised earth (MSE) wall models to evaluate the effect of the overlap length of the reinforcements (LR) ...
{"title":"Effect of reinforcement arrangement on dynamic behaviour of back-to-back mechanically stabilised earth walls","authors":"Amir Abbas Samee, M. Yazdandoust, A. Ghalandarzadeh","doi":"10.1680/JPHMG.20.00088","DOIUrl":"https://doi.org/10.1680/JPHMG.20.00088","url":null,"abstract":"Reduced-scale shaking table tests were performed on steel-strip back-to-back mechanically stabilised earth (MSE) wall models to evaluate the effect of the overlap length of the reinforcements (LR) ...","PeriodicalId":48816,"journal":{"name":"International Journal of Physical Modelling in Geotechnics","volume":"1 1","pages":"1-38"},"PeriodicalIF":1.9,"publicationDate":"2021-03-02","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"43821103","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}
Rolling dynamic compaction (RDC) is a ground improvement technique that involves towing a non-circular module forward with a tractor. It is widely used in the construction industry due to its high ...
碾压强夯（RDC）是一种地面改良技术，包括用拖拉机向前牵引非圆形模块。它因其高。。。
{"title":"Evaluating the effective depth of rolling dynamic compaction with a three-sided compactor","authors":"Yuxiao Li, D. Airey, M. Jaksa","doi":"10.1680/jphmg.20.00079","DOIUrl":"https://doi.org/10.1680/jphmg.20.00079","url":null,"abstract":"Rolling dynamic compaction (RDC) is a ground improvement technique that involves towing a non-circular module forward with a tractor. It is widely used in the construction industry due to its high ...","PeriodicalId":48816,"journal":{"name":"International Journal of Physical Modelling in Geotechnics","volume":"1 1","pages":"1-15"},"PeriodicalIF":1.9,"publicationDate":"2021-01-28","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"47150966","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 : 2021-01-01DOI: 10.1680/jphmg.2021.21.1.1
C. O’Loughlin
{"title":"Editorial","authors":"C. O’Loughlin","doi":"10.1680/jphmg.2021.21.1.1","DOIUrl":"https://doi.org/10.1680/jphmg.2021.21.1.1","url":null,"abstract":"","PeriodicalId":48816,"journal":{"name":"International Journal of Physical Modelling in Geotechnics","volume":"1 1","pages":""},"PeriodicalIF":1.9,"publicationDate":"2021-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://sci-hub-pdf.com/10.1680/jphmg.2021.21.1.1","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"42727615","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}
{"title":"Reduced-scale geosynthetics retaining walls: deformation prediction by an expedited method","authors":"A. Correia, M. Pinto, Katia D.T. Monteiro","doi":"10.1680/jphmg.20.00007","DOIUrl":"https://doi.org/10.1680/jphmg.20.00007","url":null,"abstract":"","PeriodicalId":48816,"journal":{"name":"International Journal of Physical Modelling in Geotechnics","volume":"1 1","pages":"1-41"},"PeriodicalIF":1.9,"publicationDate":"2020-11-27","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"48219054","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}
F. Alvarez-Borges, Sharif Ahmed, B. N. Madhusudhan, D. Richards
Penetration of open- and closed-ended model piles into intact chalk, a soft calcareous rock, was investigated using microfocus X-ray computed tomography (XCT). 3D images of the specimens showed tha...
{"title":"Investigation of pile penetration in calcareous soft rock using X-ray computed tomography","authors":"F. Alvarez-Borges, Sharif Ahmed, B. N. Madhusudhan, D. Richards","doi":"10.1680/jphmg.20.00031","DOIUrl":"https://doi.org/10.1680/jphmg.20.00031","url":null,"abstract":"Penetration of open- and closed-ended model piles into intact chalk, a soft calcareous rock, was investigated using microfocus X-ray computed tomography (XCT). 3D images of the specimens showed tha...","PeriodicalId":48816,"journal":{"name":"International Journal of Physical Modelling in Geotechnics","volume":"1 1","pages":"1-40"},"PeriodicalIF":1.9,"publicationDate":"2020-11-25","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://sci-hub-pdf.com/10.1680/jphmg.20.00031","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"43813151","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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