Improvement in Engineering Properties of Expansive Soils using Ground Granulated Blast Furnace Slag

Authors

  • Hassan Mujtaba
     Department of Civil Engineering, University of Engineering & Technology, Lahore
  • Tahir Aziz
     Department of Civil Engineering, University of Engineering & Technology, Lahore
  • Khalid Farooq
     Department of Civil Engineering, University of Engineering & Technology, Lahore
  • Nagaratnam Sivakugan
     College of Science, Technology & Engineering , James Cook university , Townsville , QLD 4811
  • Braja M. Das
     California State University, 2689 Chateau Clermont Street, Henderson, Nevada 89044

DOI:

https://doi.org/10.1007/s12594-018-1019-2

Abstract

Improvement in engineering properties of expansive soils by mixing ground granulated blast furnace slag (GGBFS) is the main focus of this research. For this purpose two expansive soil samples were collected from DG Khan and Sialkot areas (Pakistan). Classification tests revealed that DG Khan sample belonged to fat clay (CH) while Sialkot soil was lean clay (CL) as classified by Unified Soil Classification System. GGBFS has been added in varying proportions between 0 and 55% in these soil samples to study its role in stabilizing these expansive soils. Based on the laboratory test performed on composite soil samples, it was observed that maximum dry unit weight increased up to 10 % by adding 50% GGBFS in both samples. California bearing ratio (CBR) value showed an increase from 3.2 % to 11.5% for DG Khan soil while CBR values varied from 2.4% to 10.7% for Sialkot soil by mixing 50% GGBFS. Addition of 30 % GGBFS to DG Khan soil reduced swell potential from 8 % to 2 % while in Sialkot soil, 20 % addition of GGBFS reduced swell potential from 5 % to 2 %. Unconfined compressive strength of remoulded sample cured for 28 days increased by about 35% with the addition of 30%GGBFS. The results indicated that mixing of GGBFS in the expansive soil samples have a marked increase in their engineering properties. Also, it is an affective and environmental friendly means to dispose waste of steel industry.

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Issue

Volume 92, Issue 3, September 2018 Pages (253-380)

Section

Research Articles

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Published

2018-09-01

How to Cite

Mujtaba, H., Aziz, T., Farooq, K., Sivakugan, N., & Das, B. M. (2018). Improvement in Engineering Properties of Expansive Soils using Ground Granulated Blast Furnace Slag. Journal of Geological Society of India, 92(3), 357–362. https://doi.org/10.1007/s12594-018-1019-2
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