{"title":"结合真空和路堤荷载的孔隙水压力离心模型试验","authors":"Y. Sawamura, S. Shiraga, G. Hasegawa, M. Kimura","doi":"10.1680/jphmg.19.00025","DOIUrl":null,"url":null,"abstract":"Vacuum consolidation is a ground-improvement method in which negative pressure is applied to drain materials placed in a soft ground to consolidate the ground. Using the vacuum consolidation method...","PeriodicalId":48816,"journal":{"name":"International Journal of Physical Modelling in Geotechnics","volume":"1 1","pages":"1-13"},"PeriodicalIF":1.2000,"publicationDate":"2020-09-08","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://sci-hub-pdf.com/10.1680/jphmg.19.00025","citationCount":"0","resultStr":"{\"title\":\"Centrifuge-model tests on pore water pressure combined with vacuum and embankment loading\",\"authors\":\"Y. Sawamura, S. Shiraga, G. Hasegawa, M. Kimura\",\"doi\":\"10.1680/jphmg.19.00025\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"Vacuum consolidation is a ground-improvement method in which negative pressure is applied to drain materials placed in a soft ground to consolidate the ground. Using the vacuum consolidation method...\",\"PeriodicalId\":48816,\"journal\":{\"name\":\"International Journal of Physical Modelling in Geotechnics\",\"volume\":\"1 1\",\"pages\":\"1-13\"},\"PeriodicalIF\":1.2000,\"publicationDate\":\"2020-09-08\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"https://sci-hub-pdf.com/10.1680/jphmg.19.00025\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"International Journal of Physical Modelling in Geotechnics\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://doi.org/10.1680/jphmg.19.00025\",\"RegionNum\":4,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q4\",\"JCRName\":\"ENGINEERING, GEOLOGICAL\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"International Journal of Physical Modelling in Geotechnics","FirstCategoryId":"5","ListUrlMain":"https://doi.org/10.1680/jphmg.19.00025","RegionNum":4,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q4","JCRName":"ENGINEERING, GEOLOGICAL","Score":null,"Total":0}
Centrifuge-model tests on pore water pressure combined with vacuum and embankment loading
Vacuum consolidation is a ground-improvement method in which negative pressure is applied to drain materials placed in a soft ground to consolidate the ground. Using the vacuum consolidation method...
期刊介绍：
International Journal of Physical Modelling in Geotechnics contains the latest research and analysis in all areas of physical modelling at any scale, including modelling at single gravity and at multiple gravities on a centrifuge, shaking table and pressure chamber testing and geoenvironmental experiments.
京公网安备 11010802042870号
京ICP备2023020795号-1
分享
求助内容：
应助结果提醒方式：
扫码关注我们
