Role of moulding water content in lime stabilisation of soil

Author:

Ramesh Heddur Nagappa Gowda1,Sivapullaiah Puvvadi Venkata2

Affiliation:

1. Faculty of Engineering (Civil), UVCE, Bangalore University, Jnanabharathi, Bangalore, India

2. Department of Civil Engineering, Indian Institute of Science, Bangalore, India

Abstract

The role of moulding water content, from the dry side of the optimum to the wet side of optimum, in the strength development in lime-treated soils was investigated in the present study. During compaction, the structure of clay particles can change from a flocculated to a dispersed structure as the water content is increased from the dry side of optimum to the wet side of optimum. For efficient formation of pozzolanic compounds, the water content of the soil–lime mixture should be kept as high as possible. The improvement in the strength of Indian black cotton soil treated with different amounts of lime content at different water contents and cured for varying curing periods was studied. The results clearly showed that the strength of black cotton soil treated with lime content increased better when compacted on the dry side of optimum, the other parameters remaining the same. Further, the optimum lime varied with moulding water content and curing period.

Publisher

Thomas Telford Ltd.

Subject

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

Reference7 articles.

1. ASTM (American Society for Testing and Materials). ASTM-D-698-91, Test Method for Laboratory Compaction Characteristics of Soil Using Standard Effort [12 400 ft-lb/ft3 (600 kN-m/m3)], 1995, Vol.04·08, American Society for Testing and Materials, Philadelphia, PA, USA, 69–76. , Annual Book of ASTM Standards Sec, 4.

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