Effect of Freeze-Thaw Cycles on the Mechanical Properties of Polyacrylamide- and Lignocellulose-Stabilized Clay in Tibet

Laboratory freezing experiments were conducted to evaluate the effect of polyacrylamide (PAM) and lignocellulose on the mechanical properties and microstructural characteristics of Tibetan clay. Direct shear and unconfined compressive tests and field emission scanning electron microscopy analyses we...

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Main Authors: Haiping Shi, Zhongyao Li, Wenwei Li, Shaopeng Wang, Baotian Wang, Peiqing Wang
Format: Article
Language:English
Published: Wiley 2021-01-01
Series:Advances in Materials Science and Engineering
Online Access:http://dx.doi.org/10.1155/2021/7723405
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author Haiping Shi
Zhongyao Li
Wenwei Li
Shaopeng Wang
Baotian Wang
Peiqing Wang
author_facet Haiping Shi
Zhongyao Li
Wenwei Li
Shaopeng Wang
Baotian Wang
Peiqing Wang
author_sort Haiping Shi
collection DOAJ
description Laboratory freezing experiments were conducted to evaluate the effect of polyacrylamide (PAM) and lignocellulose on the mechanical properties and microstructural characteristics of Tibetan clay. Direct shear and unconfined compressive tests and field emission scanning electron microscopy analyses were performed on clay samples with different contents of stabilizers. The test results show that the addition of PAM can improve the unconfined compressive strength and cohesion of Tibetan clay, but an excessive amount of PAM reduces the internal friction angle. After several freeze-thaw cycles, the unconfined compressive strength and cohesion of samples stabilized by PAM decrease significantly, while the internal friction angle increases. Samples stabilized by PAM and lignocellulose have higher internal friction angles, cohesion, and unconfined compressive strength and can retain about 80% of the original strength after 10 freeze-thaw cycles. PAM fills the pores between soil particles and provides adhesion. The addition of lignocellulose can form a network, restrict the expansion of pores caused by freeze-thaw cycles, and improve the integrity of PAM colloids. It is postulated that the addition of a composite stabilizer with a PAM content of 0.4% and a lignocellulose content of 2% may be a technically feasible method to increase the strength of Tibetan clay.
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institution Kabale University
issn 1687-8434
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publishDate 2021-01-01
publisher Wiley
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series Advances in Materials Science and Engineering
spelling doaj-art-ca41fff770af486c8243710c1b7073dc2025-02-03T01:24:50ZengWileyAdvances in Materials Science and Engineering1687-84341687-84422021-01-01202110.1155/2021/77234057723405Effect of Freeze-Thaw Cycles on the Mechanical Properties of Polyacrylamide- and Lignocellulose-Stabilized Clay in TibetHaiping Shi0Zhongyao Li1Wenwei Li2Shaopeng Wang3Baotian Wang4Peiqing Wang5Water Conservancy Project and Civil Engineering College, Tibet Agricultural and Animal Husbandry University, Linzhi, ChinaWater Conservancy Project and Civil Engineering College, Tibet Agricultural and Animal Husbandry University, Linzhi, ChinaKey Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University, Nanjing, Jiangsu 210098, ChinaKey Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University, Nanjing, Jiangsu 210098, ChinaWater Conservancy Project and Civil Engineering College, Tibet Agricultural and Animal Husbandry University, Linzhi, ChinaWater Conservancy Project and Civil Engineering College, Tibet Agricultural and Animal Husbandry University, Linzhi, ChinaLaboratory freezing experiments were conducted to evaluate the effect of polyacrylamide (PAM) and lignocellulose on the mechanical properties and microstructural characteristics of Tibetan clay. Direct shear and unconfined compressive tests and field emission scanning electron microscopy analyses were performed on clay samples with different contents of stabilizers. The test results show that the addition of PAM can improve the unconfined compressive strength and cohesion of Tibetan clay, but an excessive amount of PAM reduces the internal friction angle. After several freeze-thaw cycles, the unconfined compressive strength and cohesion of samples stabilized by PAM decrease significantly, while the internal friction angle increases. Samples stabilized by PAM and lignocellulose have higher internal friction angles, cohesion, and unconfined compressive strength and can retain about 80% of the original strength after 10 freeze-thaw cycles. PAM fills the pores between soil particles and provides adhesion. The addition of lignocellulose can form a network, restrict the expansion of pores caused by freeze-thaw cycles, and improve the integrity of PAM colloids. It is postulated that the addition of a composite stabilizer with a PAM content of 0.4% and a lignocellulose content of 2% may be a technically feasible method to increase the strength of Tibetan clay.http://dx.doi.org/10.1155/2021/7723405
spellingShingle Haiping Shi
Zhongyao Li
Wenwei Li
Shaopeng Wang
Baotian Wang
Peiqing Wang
Effect of Freeze-Thaw Cycles on the Mechanical Properties of Polyacrylamide- and Lignocellulose-Stabilized Clay in Tibet
Advances in Materials Science and Engineering
title Effect of Freeze-Thaw Cycles on the Mechanical Properties of Polyacrylamide- and Lignocellulose-Stabilized Clay in Tibet
title_full Effect of Freeze-Thaw Cycles on the Mechanical Properties of Polyacrylamide- and Lignocellulose-Stabilized Clay in Tibet
title_fullStr Effect of Freeze-Thaw Cycles on the Mechanical Properties of Polyacrylamide- and Lignocellulose-Stabilized Clay in Tibet
title_full_unstemmed Effect of Freeze-Thaw Cycles on the Mechanical Properties of Polyacrylamide- and Lignocellulose-Stabilized Clay in Tibet
title_short Effect of Freeze-Thaw Cycles on the Mechanical Properties of Polyacrylamide- and Lignocellulose-Stabilized Clay in Tibet
title_sort effect of freeze thaw cycles on the mechanical properties of polyacrylamide and lignocellulose stabilized clay in tibet
url http://dx.doi.org/10.1155/2021/7723405
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