Piping Stabilization of Clay Soil Using Lime

Author:

Aqel Rawan1,Attom Mousa2,El-Emam Magdi2ORCID,Yamin Mohammad3

Affiliation:

1. Department of Civil Engineering, University of Wisconsin-Milwaukee, Milwaukee, WI 53211, USA

2. Department of Civil Engineering, American University of Sharjah, Sjarjah P.O. Box 26666, United Arab Emirates

3. Department of Mechanical and Civil Engineering, Minnesota State University, Mankato, MN 56001, USA

Abstract

Construction of earth fill dams offers a cost-effective solution for various purposes. However, their susceptibility to internal soil erosion, known as piping, poses a significant risk of structural failure and resultant loss of life and property. Soil stabilization emerges as a practical technique to fortify these dams against such threats. This study investigated the impact of lime on the internal erosion properties of clay soils, focusing on CH and ML soil types. Specimens of different lime content were prepared and remolded at 95% relative compaction and optimum moisture content. Hole Erosion tests at varying lime concentrations and curing durations were adapted to conduct the investigation. This investigation aims to optimize lime content and curing time for cohesive soil stabilization against internal erosion. Findings revealed that 2% and 5% of quicklime, by dry weight of the soil, effectively stabilized CH and ML soils, respectively, against internal erosion, with a two-day curing period proving optimal. Furthermore, the addition of lime significantly enhanced erosion rate index and critical shear strength in clay soil, underscoring its efficacy in soil stabilization efforts.

Funder

American university of Sharjah

Publisher

MDPI AG

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