Effect of Polyvinyl Acetate Stabilization on the Swelling-Shrinkage Properties of Expansive Soil

Author:

Liu Jin1ORCID,Wang Yong1,Lu Yi2,Feng Qiao1,Zhang Faming1,Qi Changqing1ORCID,Wei Jihong1ORCID,Kanungo Debi Prasanna3

Affiliation:

1. School of Earth Sciences and Engineering, Hohai University, Nanjing 210098, China

2. Key Laboratory of Earth Fissures Geological Disaster, Ministry of Land and Resource, Geological Survey of Jiangsu Province, Nanjing 210049, China

3. CSIR-Central Building Research Institute (CBRI), Roorkee 247667, India

Abstract

Polyvinyl acetate constitutes a class of polymers that can entirely dissolve in water to form a solution. In this study, polyvinyl acetate as a nontraditional chemical stabilizer was used in soil improvement. Laboratory tests were carried out to evaluate the effect of polyvinyl acetate on swelling-shrinkage properties of expansive soil. A series of shrink/swell tests were performed with adding polyvinyl acetate as amendment at a concentration 3 g/cm3 to four aggregate sizes in the range of 0–0.5 mm, 0.5–1 mm, 1-2 mm, and 2–5 mm and five concentrations 1.5 g/cm3, 3 g/cm3, 4.5 g/cm3, 6 g/cm3, and 9 g/cm3 to soils with aggregate size in the range of 0.5–1 mm for comparison of results with those of untreated soils. The results show that all the linear swelling ratio (LSWR) and linear shrinkage ratio (LSHR) values of the treated specimens decrease. SEM images and the test results indicate the achieved reduction in volume change of the soil tested using soil pore filling and particle encapsulation.

Funder

National Natural Science Foundation of China

Publisher

Hindawi Limited

Subject

Polymers and Plastics

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