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Shear Strength Prediction of Compacted Soils with Varying Added Organic Matter Contents

J.O. Ohu, Vijaya Raghavan, E. McKyes, G. R. Mehuys

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Abstract

ABSTRACT THE shear strength of compacted soils is affected by many factors including soil density, overburden pressure, moisture content, energy applied for compaction and soil type. Measurements were made of the shear strength of three soil textures, varying in organic matter contents and subjected to three levels of compaction energy. Soil compaction increased the shear strength of the soils irrespective of moisture content, while organic matter incorporation decreased their shear strength. Based on the liquid limit, the pressure applied for compaction and the water content, a method for predicting the shear strength of soils was developed. The estimated shear strength using the model was in good agreement with the measured values.

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What this paper is about

ABSTRACT THE shear strength of compacted soils is affected by many factors including soil density, overburden pressure, moisture content, energy applied for compaction and soil type. Measurements were made of the shear strength of three soil textures, varying in organic matter contents and subjected to three levels of compaction energy. Soil compaction increased the shear strength of the soils irrespective of moisture content, while organic matter incorporation decreased their shear strength. Based on the liquid limit, the pressure applied for compaction and the water content, a method for predicting the shear strength of soils was developed. The estimated shear strength using the model was in good agreement with the measured values.

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Available abstract

ABSTRACT THE shear strength of compacted soils is affected by many factors including soil density, overburden pressure, moisture content, energy applied for compaction and soil type. Measurements were made of the shear strength of three soil textures, varying in organic matter contents and subjected to three levels of compaction energy. Soil compaction increased the shear strength of the soils irrespective of moisture content, while organic matter incorporation decreased their shear strength. Based on the liquid limit, the pressure applied for compaction and the water content, a method for predicting the shear strength of soils was developed. The estimated shear strength using the model was in good agreement with the measured values.

Key concepts: Compaction, Soil water, Geotechnical engineering, Water content, Atterberg limits, Shear strength (soil), Bulk density, Overburden

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