4.7 Article

An experimental investigation on strength characteristics of fiber-reinforced clayey soil treated with lime or cement

Journal

CONSTRUCTION AND BUILDING MATERIALS
Volume 294, Issue -, Pages -

Publisher

ELSEVIER SCI LTD
DOI: 10.1016/j.conbuildmat.2021.123537

Keywords

Undrained shear strength; Unconfined compressive strength; Polyester fiber; Lime; Cement

Funding

  1. National Natural Science Foundation of China [51978315]
  2. Joint Open Fund of Jiangsu Collaborative Innovation Center for Ecological Building Material and Environmental Protection Equipment and Key Laboratory for Advanced Technology in Environmental Protection of Jiangsu Province [JH201839]

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The experimental investigation showed that adding lime or cement at a certain fiber content significantly increased the strength properties of the soil, with cement having a better improvement effect than lime. Fiber-reinforced specimens with lime or cement treatment exhibited strain-softening behavior, with higher residual strength compared to untreated specimens. The stress and strain curve for specimens with higher fiber content was higher than those with lower fiber content, indicating a better improvement effect in engineering applications.
This paper presents an experimental investigation on the strength properties of fiber-reinforced clayey soil stabilized with lime or cement at lower content (5% by weight) cured for 28 days. A series of consolidated undrained (CU) triaxial compression tests and unconfined compressive (UC) strength tests were conducted on compacted untreated, lime-treated and cement-treated clayey soil specimens reinforced with different polyester fiber content (i.e., 0%, 0.05%, 0.1%, 0.2% by weight) to evaluate the effect of fiber content on the strength behavior of tested soil. Test results indicated that the addition of lime or cement gave a significant increase in strength and strength parameters at a certain fiber content, where the improvement effect of cement is better than that of lime. Strain-softening curves were obtained for lime-treated or cement-treated fiber-reinforced specimens compared with the strain-hardening for fiber-reinforced ones. The residual strength is about 75% on average the peak strength for fiber and lime-treated specimens compared to about 50% decrease of peak strength for fiber and cement-treated specimens. The stress and strain curve for the specimen with higher fiber content lies above on that with lower fiber content. Fiber-reinforced plain soil showed a ductile failure mode compared with brittle failure mode for lime or cement-treated specimen. The values of undrained shear strength, unconfined compressive strength, cohesion and internal friction angle of plain soil and lime-treated soil followed the same increase trend when the polyester fiber content increased from 0% to 0.2%. While for lime treated soil specimens, peak values can be observed when the fiber content was 0.1%. It is recommended to use the optimum fiber content to achieve a better improvement effect in the engineering applications. (c) 2021 Elsevier Ltd. All rights reserved.

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