Centrifuge-model tests on pore water pressure combined with vacuum and embankment loading

Author:

Sawamura Yasuo1ORCID,Shiraga Shinichiro2,Hasegawa Genki3,Kimura Makoto4

Affiliation:

1. Associate Professor, Department of Urban Management, Kyoto University, Kyoto, Japan (corresponding author: )

2. Geotechnical Engineer, Civil Engineering Division, Kinjo Rubber Corporation, Osaka, Japan

3. Geotechnical Engineer, Civil Engineering Construction Division, Obayashi Corporation, Tokyo, Japan

4. Professor, Department of Urban Management, Kyoto University, Kyoto, Japan

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, a soft ground can be consolidated without the shear deformation of the ground, and the combination of this method along with embankment loading enables the stable construction of the embankment and the suppression of the displacement of the surrounding ground. In this study, centrifuge-model experiments were conducted under a gravitational acceleration of 50g for the purpose of investigating the pore water pressure of the ground during both vacuum consolidation and embankment loading. Embankment loading was reproduced by a loading device consisting of an air cylinder and a loading plate, and vacuum consolidation was reproduced by depressurising the inside of a model drain using a vacuum pump. Three experimental cases were conducted: one case with only embankment loading and two cases with a combination of vacuum consolidation and embankment loading. From the experimental results, it was confirmed that in the ground where vacuum consolidation was applied, large negative pressure propagated near the drain material, and the increase in pore water pressure due to embankment loading was suppressed.

Publisher

Thomas Telford Ltd.

Subject

Geotechnical Engineering and Engineering Geology

同舟云学术

1.学者识别学者识别

2.学术分析学术分析

3.人才评估人才评估

"同舟云学术"是以全球学者为主线,采集、加工和组织学术论文而形成的新型学术文献查询和分析系统,可以对全球学者进行文献检索和人才价值评估。用户可以通过关注某些学科领域的顶尖人物而持续追踪该领域的学科进展和研究前沿。经过近期的数据扩容,当前同舟云学术共收录了国内外主流学术期刊6万余种,收集的期刊论文及会议论文总量共计约1.5亿篇,并以每天添加12000余篇中外论文的速度递增。我们也可以为用户提供个性化、定制化的学者数据。欢迎来电咨询!咨询电话:010-8811{复制后删除}0370

www.globalauthorid.com

TOP

Copyright © 2019-2024 北京同舟云网络信息技术有限公司
京公网安备11010802033243号  京ICP备18003416号-3