{"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":"20 1","pages":"71-82"},"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
{"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":"20 1","pages":"97-117"},"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
{"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":"20 1","pages":"59-70"},"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
{"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":" ","pages":"1-13"},"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}
{"title":"Effect of structural boundaries and stress history on at-rest soil pressure of sand","authors":"M. Talesnick, M. Bolton","doi":"10.1680/jphmg.19.00049","DOIUrl":"https://doi.org/10.1680/jphmg.19.00049","url":null,"abstract":"The knowledge of lateral earth pressure is a required input to many issues in geotechnical design and analysis. The determination of lateral earth pressure at rest is often based on a coefficient o...","PeriodicalId":48816,"journal":{"name":"International Journal of Physical Modelling in Geotechnics","volume":" ","pages":""},"PeriodicalIF":1.9,"publicationDate":"2020-03-16","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://sci-hub-pdf.com/10.1680/jphmg.19.00049","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"42531726","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":"An instrumented large soil column to investigate climatic ground interaction","authors":"R. Udukumburage, C. Gallage, L. Dawes","doi":"10.1680/jphmg.19.00007","DOIUrl":"https://doi.org/10.1680/jphmg.19.00007","url":null,"abstract":"The field monitoring of the climatic-induced behaviour of the expansive soil has always been difficult, expensive and time consuming. The uncontrollability of the field boundary conditions and the difficulty in accurately measuring them have worsened the problem. As an alternative, the instrumented model set-ups are ideal for long-term monitoring of expansive soils since the laboratory compacted expansive soils become environmentally stabilised after few wet–dry cycles. There had been a very limited laboratory-based column set-ups for the observation of expansive soils under unsaturated conditions with an appropriate set of sensors embedded at known depths. The major difficulties associated with model tests are considerable boundary effect and sensor-to-soil area ratio due to the insufficient physical model dimensions. In this study, the research need for a laboratory model set-up with minimised boundary effects has been addressed by a large instrumented soil column, which could more closely represent environmentally stabilised soil. The current results depict the expected pattern for the variations of soil suction, volumetric water content and soil displacement under wetting and drying phenomenon, which accentuates the applicability of instrumented soil column for the investigation of climatic-induced expansive soil behaviour.","PeriodicalId":48816,"journal":{"name":"International Journal of Physical Modelling in Geotechnics","volume":"1 1","pages":"1-17"},"PeriodicalIF":1.9,"publicationDate":"2020-03-09","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://sci-hub-pdf.com/10.1680/jphmg.19.00007","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"48190045","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":"Editorial","authors":"C. O’Loughlin","doi":"10.1680/jphmg.2020.20.2.57","DOIUrl":"https://doi.org/10.1680/jphmg.2020.20.2.57","url":null,"abstract":"","PeriodicalId":48816,"journal":{"name":"International Journal of Physical Modelling in Geotechnics","volume":" ","pages":""},"PeriodicalIF":1.9,"publicationDate":"2020-03-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://sci-hub-pdf.com/10.1680/jphmg.2020.20.2.57","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"42986072","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":"A study on interface shear behaviour of soil nails from pullout and direct shear tests","authors":"Mahesh Sharma, M. Samanta, S. Sarkar","doi":"10.1680/JPHMG.18.00031","DOIUrl":"https://doi.org/10.1680/JPHMG.18.00031","url":null,"abstract":"Pullout and direct shear (DS) tests are most commonly used to measure the interface shear strength parameters required for soil–nail design. This paper investigates the effect of the surface roughn...","PeriodicalId":48816,"journal":{"name":"International Journal of Physical Modelling in Geotechnics","volume":"20 1","pages":"24-37"},"PeriodicalIF":1.9,"publicationDate":"2020-01-10","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://sci-hub-pdf.com/10.1680/JPHMG.18.00031","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"44535773","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":"Effect of installation method on static and dynamic load test response for piles in sand","authors":"E. Heins, B. Bienen, Mark F. Randolph, J. Grabe","doi":"10.1680/JPHMG.18.00028","DOIUrl":"https://doi.org/10.1680/JPHMG.18.00028","url":null,"abstract":"Static load tests (SLTs) are rarely performed on offshore piles, instead relying on dynamic load tests (DLTs). Evaluation techniques for DLTs were developed originally for solid piles, and caution ...","PeriodicalId":48816,"journal":{"name":"International Journal of Physical Modelling in Geotechnics","volume":"20 1","pages":"1-23"},"PeriodicalIF":1.9,"publicationDate":"2020-01-10","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://sci-hub-pdf.com/10.1680/JPHMG.18.00028","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"45646786","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":"A laminar box apparatus for 1g testing of granular columns embedded in soft clay","authors":"C. Cengiz, E. Guler","doi":"10.1680/JPHMG.18.00047","DOIUrl":"https://doi.org/10.1680/JPHMG.18.00047","url":null,"abstract":"Ordinary stone columns and geosynthetic-encased columns are widely used as a method of soil improvement for soft clay deposits. The behaviour of encased and unencased columns under the action of dy...","PeriodicalId":48816,"journal":{"name":"International Journal of Physical Modelling in Geotechnics","volume":"20 1","pages":"38-54"},"PeriodicalIF":1.9,"publicationDate":"2020-01-10","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://sci-hub-pdf.com/10.1680/JPHMG.18.00047","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"48307782","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}