Influence of Compactive Efforts and Compaction Delays on Lime-Treated Soil-Reference-Cited by-同舟云学术

Influence of Compactive Efforts and Compaction Delays on Lime-Treated Soil

Published:1998-03 Issue:2 Volume:124 Page:149-155
ISSN:0733-947X
Container-title:Journal of Transportation Engineering
language:en
Short-container-title:J. Transp. Eng.

Author:

Osinubi Kolawole J.¹

Affiliation:

1. Sr. Lect., Dept. of Civ. Engrg., Ahmadu Bello Univ., Zaria, Kaduna State, Nigeria.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-947X%281998%29124%3A2%28149%29

Reference48 articles.

1. Akintola F. A. (1982). “Geology and geomorphology.” Nigeria in Maps K. M. Barbour ed. Hodder and Stoughton London.

2. Annual book of ASTM standards . (1992). Vol. 04.08 ASTM Philadelphia.

3. Areola O. (1982). “Soils.” Nigeria in Maps K. M. Barbour ed. Hodder and Stoughton London.

4. Strength and deformation characteristics of lime treated soft clays.;Balasubramaniam A. S.;J. Geotech. Engrg., ASCE,1989

5. Barden L. and Sides G. (1969). “The influence of structure as the collapse of compacted clay.” 2nd Conf. on Collapsing Expansive Soil Texas A&M Univ. College Station Tex.

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