Effect of organic matter on the shear strength of lime-stabilised clayey soils

Author:

Joy Annie1ORCID,Abraham Benny Mathews2,Sridharan Asuri3

Affiliation:

1. Research Scholar, Division of Civil Engineering, Cochin University of Science & Technology, Kochi, Kerala, India (corresponding author: )

2. Professor and Head of Department, AISAT & Former Professor of Civil Engineering, Cochin University of Science & Technology, Kochi, Kerala, India

3. Senior Scientist, INSA and Former Professor & Deputy Director, Indian Institute of Science, Bangalore, India

Abstract

Soils containing organic matter exhibit low shear strength and high compressibility. Lime stabilisation has been shown to improve the engineering properties of clayey soils. An attempt was made to study the effect of organic matter (starch and peat) on the shear strength of lime-stabilised clayey soils subjected to longer curing periods (up to 180 days). Most studies have reported the strength behaviour of lime-stabilised organic soils up to 60 days. Vane shear tests were carried out on artificially prepared organic soil mixtures treated with 6% lime after different curing periods (0, 7, 30, 60, 90 and 180 days). The results indicate that the improving effect of lime is deteriorated in the presence of organic matter as the curing period increases. It was observed that, for lime-stabilised clayey soils containing organic matter, the strength seemed to increase up to 30 days, after which it ceased. The strength reduction in lime-stabilised clayey soils containing organic matter depended on the pH and functional groups present in the soil. Fourier transform infrared spectroscopy of cured samples was also carried out to examine the microstructural changes responsible for the strength change in lime-stabilised clayey soils.

Publisher

Thomas Telford Ltd.

Subject

Mechanics of Materials,Soil Science,Geotechnical Engineering and Engineering Geology,Building and Construction

Reference42 articles.

1. Characterization and Comparison of Saprist and Fibrist Newfoundland Sphagnum Peat Soils

2. ASTM (2006) D 854: Standard test method for specific gravity of soil solids. ASTM International, West Conshohocken, PA, USA.

3. ASTM (2007) D 422: Standard test method for particle-size analysis of soils. ASTM International, West Conshohocken, PA, USA.

4. ASTM (2010) D 4318: Standard test methods for liquid limit, plastic limit and plasticity index of soils. ASTM International, West Conshohocken, PA, USA.

5. ASTM (2013) D 4648: Standard test method for laboratory miniature vane shear test for saturated fine-grained clayey soil. ASTM International, West Conshohocken, PA, USA.

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