Effect of Admixture on the Hydraulic Conductivity of Compacted Loess: A Case Study

Hydraulic characteristic of the exposed ground plays an important role in the construction of “sponge city,” which is a popular concept in the world recently. Loess soil, which is a common geomaterial in its distribution area approximately 9.3% of the world’s land surface, usually could not satisfy...

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Main Authors: Pan Liu, Xuejiao Zhang, Min Zhang, Xueqiang Yang
Format: Article
Language:English
Published: Wiley 2020-01-01
Series:Advances in Civil Engineering
Online Access:http://dx.doi.org/10.1155/2020/8810079
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author Pan Liu
Xuejiao Zhang
Min Zhang
Xueqiang Yang
author_facet Pan Liu
Xuejiao Zhang
Min Zhang
Xueqiang Yang
author_sort Pan Liu
collection DOAJ
description Hydraulic characteristic of the exposed ground plays an important role in the construction of “sponge city,” which is a popular concept in the world recently. Loess soil, which is a common geomaterial in its distribution area approximately 9.3% of the world’s land surface, usually could not satisfy the engineering requirement only by compacting without any other treatments. This paper aims to investigate the effect of a natural geomaterial, lateritic soil, which is more economical and environmental than the traditional admixtures such as cement and lime, on the saturated hydraulic conductivity (ksat) of compacted loess. A series of falling-head permeability tests on pure loess and lime-treated loess were carried out firstly for comparison; then lime-treated loess mixed with different contents of lateritic soil was tested. To verify the availability of the coverage of high density lateritic soil on pure loess for antipermeability, which is a common treatment in local area, tests of different thickness of the coverage were conducted. The test results revealed that the admixture of lime could obviously decrease ksat of pure loess and 3% might be the most economical content. An empirical algorithm was proposed based on the results to estimate ksat of lime-treated loess of which the lime content is out of the scope studied in this paper, and it would be useful for engineering design and numerical simulation of safety evaluation. The addition of lateritic soil in the 3% lime-treated loess could further decrease ksat and its performance for antipermeability was better than increasing the lime contents simply. The coverage of high density lateritic soil could also improve the antipermeability of loess, and thickness at least of 30 mm was suggested for engineering practice.
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spelling doaj-art-472a6a01bcea4a78a3f7a3a2197f68762025-02-03T01:01:53ZengWileyAdvances in Civil Engineering1687-80861687-80942020-01-01202010.1155/2020/88100798810079Effect of Admixture on the Hydraulic Conductivity of Compacted Loess: A Case StudyPan Liu0Xuejiao Zhang1Min Zhang2Xueqiang Yang3School of Civil and Transportation Engineering, Guangdong University of Technology, Guangzhou 510006, ChinaSchool of Civil and Transportation Engineering, Guangdong University of Technology, Guangzhou 510006, ChinaSchool of Civil and Transportation Engineering, Guangdong University of Technology, Guangzhou 510006, ChinaSchool of Civil and Transportation Engineering, Guangdong University of Technology, Guangzhou 510006, ChinaHydraulic characteristic of the exposed ground plays an important role in the construction of “sponge city,” which is a popular concept in the world recently. Loess soil, which is a common geomaterial in its distribution area approximately 9.3% of the world’s land surface, usually could not satisfy the engineering requirement only by compacting without any other treatments. This paper aims to investigate the effect of a natural geomaterial, lateritic soil, which is more economical and environmental than the traditional admixtures such as cement and lime, on the saturated hydraulic conductivity (ksat) of compacted loess. A series of falling-head permeability tests on pure loess and lime-treated loess were carried out firstly for comparison; then lime-treated loess mixed with different contents of lateritic soil was tested. To verify the availability of the coverage of high density lateritic soil on pure loess for antipermeability, which is a common treatment in local area, tests of different thickness of the coverage were conducted. The test results revealed that the admixture of lime could obviously decrease ksat of pure loess and 3% might be the most economical content. An empirical algorithm was proposed based on the results to estimate ksat of lime-treated loess of which the lime content is out of the scope studied in this paper, and it would be useful for engineering design and numerical simulation of safety evaluation. The addition of lateritic soil in the 3% lime-treated loess could further decrease ksat and its performance for antipermeability was better than increasing the lime contents simply. The coverage of high density lateritic soil could also improve the antipermeability of loess, and thickness at least of 30 mm was suggested for engineering practice.http://dx.doi.org/10.1155/2020/8810079
spellingShingle Pan Liu
Xuejiao Zhang
Min Zhang
Xueqiang Yang
Effect of Admixture on the Hydraulic Conductivity of Compacted Loess: A Case Study
Advances in Civil Engineering
title Effect of Admixture on the Hydraulic Conductivity of Compacted Loess: A Case Study
title_full Effect of Admixture on the Hydraulic Conductivity of Compacted Loess: A Case Study
title_fullStr Effect of Admixture on the Hydraulic Conductivity of Compacted Loess: A Case Study
title_full_unstemmed Effect of Admixture on the Hydraulic Conductivity of Compacted Loess: A Case Study
title_short Effect of Admixture on the Hydraulic Conductivity of Compacted Loess: A Case Study
title_sort effect of admixture on the hydraulic conductivity of compacted loess a case study
url http://dx.doi.org/10.1155/2020/8810079
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