An instrumented large soil column to investigate climatic ground interaction

IF 1.2 4区 工程技术 Q4 ENGINEERING, GEOLOGICAL International Journal of Physical Modelling in Geotechnics Pub Date : 2020-03-09 DOI:10.1680/jphmg.19.00007
R. Udukumburage, C. Gallage, L. Dawes
{"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":null,"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":1.2000,"publicationDate":"2020-03-09","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://sci-hub-pdf.com/10.1680/jphmg.19.00007","citationCount":"9","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"International Journal of Physical Modelling in Geotechnics","FirstCategoryId":"5","ListUrlMain":"https://doi.org/10.1680/jphmg.19.00007","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}
引用次数: 9

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.
查看原文
分享 分享
微信好友 朋友圈 QQ好友 复制链接
本刊更多论文
用于研究气候-地面相互作用的仪器化大型土柱
膨胀土气候诱发行为的现场监测一直是困难的、昂贵的和耗时的。场边界条件的不可控性和精确测量它们的困难使问题更加恶化。作为一种替代方案,仪器化模型设置是膨胀土长期监测的理想选择,因为实验室压实的膨胀土在几个干湿循环后会变得环境稳定。在非饱和条件下,用于观测膨胀土的实验室立柱非常有限,在已知深度嵌入了一组合适的传感器。与模型试验相关的主要困难是由于物理模型尺寸不足而产生的相当大的边界效应和传感器与土壤的面积比。在这项研究中,一个大型仪器化土柱解决了对具有最小化边界效应的实验室模型设置的研究需求,该土柱可以更接近地代表环境稳定的土壤。目前的结果描述了土壤吸力、体积含水量和土壤位移在干湿现象下的预期变化模式,这突出了仪器土柱在气候诱导膨胀土行为研究中的适用性。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
求助全文
约1分钟内获得全文 去求助
来源期刊
CiteScore
3.60
自引率
15.80%
发文量
26
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.
期刊最新文献
Active failure mechanism and earth pressure of narrow backfill behind retaining structures Physical modelling of cyclic loading induced footing settlement with a nearby pit excavation Centrifuge tests exploring the cyclic performance of suction bucket foundations in cohesionless soils Award-winning paper in 2022 International Journal of Physical Modelling in Geotechnics: Referees 2023
×
引用
GB/T 7714-2015
复制
MLA
复制
APA
复制
导出至
BibTeX EndNote RefMan NoteFirst NoteExpress
×
×
提示
您的信息不完整,为了账户安全,请先补充。
现在去补充
×
提示
您因"违规操作"
具体请查看互助需知
我知道了
×
提示
现在去查看 取消
×
提示
确定
0
微信
客服QQ
Book学术公众号 扫码关注我们
反馈
×
意见反馈
请填写您的意见或建议
请填写您的手机或邮箱
已复制链接
已复制链接
快去分享给好友吧!
我知道了
×
扫码分享
扫码分享
Book学术官方微信
Book学术文献互助
Book学术文献互助群
群 号:481959085
Book学术
文献互助 智能选刊 最新文献 互助须知 联系我们:info@booksci.cn
Book学术提供免费学术资源搜索服务,方便国内外学者检索中英文文献。致力于提供最便捷和优质的服务体验。
Copyright © 2023 Book学术 All rights reserved.
ghs 京公网安备 11010802042870号 京ICP备2023020795号-1