2005Rock and Soil MechanicsRequires access

Study on approach to identification and classification of expansive soils

Liu Guan-shi

Open publisher page 7 citations

Abstract

The identification and classification of expansive soils is the problems that should be firstly solved in construction in expansive soil region.The existing approach to identification and classification of expansive soils has been evaluated.The indices that can reflect and characterize swell-shrink mechanism and property were analyzed.The analysis indicates that 5 indices such as liquid limit,plastic limit,clay particles,free swell ratio,swell-shrink total ratio can reflect and characterize swell-shrink mechanism and property;hereby these 5 indices have been suggested as identification and classification indices of expansive soils;and a new approach of 5-indices including liquid limit,plastic limit,clay particles,free swell ratio,swell-shrink total ratio,for identification and classification of expansive soils has been established.The new approach to identification and classification of expansive soils has been validated and it has been shown that the new approach is easy and reliable.

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What this paper is about

The identification and classification of expansive soils is the problems that should be firstly solved in construction in expansive soil region.The existing approach to identification and classification of expansive soils has been evaluated.The indices that can reflect and characterize swell-shrink mechanism and property were analyzed.The analysis indicates that 5 indices such as liquid limit,plastic limit,clay particles,free swell ratio,swell-shrink total ratio can reflect and characterize swell-shrink mechanism and property;hereby these 5 indices have been suggested as identification and classification indices of expansive soils;and a new approach of 5-indices including liquid limit,plastic limit,clay particles,free swell ratio,swell-shrink total ratio,for identification and classification of expansive soils has been established.The new approach to identification and classification of expansive soils has been validated and it has been shown that the new approach is easy and reliable.

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Available abstract

The identification and classification of expansive soils is the problems that should be firstly solved in construction in expansive soil region.The existing approach to identification and classification of expansive soils has been evaluated.The indices that can reflect and characterize swell-shrink mechanism and property were analyzed.The analysis indicates that 5 indices such as liquid limit,plastic limit,clay particles,free swell ratio,swell-shrink total ratio can reflect and characterize swell-shrink mechanism and property;hereby these 5 indices have been suggested as identification and classification indices of expansive soils;and a new approach of 5-indices including liquid limit,plastic limit,clay particles,free swell ratio,swell-shrink total ratio,for identification and classification of expansive soils has been established.The new approach to identification and classification of expansive soils has been validated and it has been shown that the new approach is easy and reliable.

Key concepts: Expansive clay, Atterberg limits, Swell, Expansive, Soil water, Geotechnical engineering, Identification (biology), Limit (mathematics)

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