Strength Properties of Hexametaphosphate Treated Soils-Reference-Cited by-同舟云学术

Strength Properties of Hexametaphosphate Treated Soils

Published:2008-08 Issue:8 Volume:134 Page:1215-1218
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Falamaki Amin¹²³,Shariatmadari Nader¹²³,Noorzad Ali¹²³

Affiliation:

1. Assistant Professor, Shiraz payame Noor University,Shiraz, Iran (correspondence author). E-mail: afalamaki@iust.ac.ir

2. Assistant Professor, IUST, Civil Eng. Dept., Iran Univ. of Science and Technology, Tehran, Iran. E-mail: shariatmadari@iust.ac.ir

3. Assistant Professor and Chairman of Iranian Geotechnical Society (IGS), Faculty of Water Eng., Power and Water Univ. of Technology, Tehran, Iran. E-mail: noorzad@pwut.ac.ir

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291090-0241%282008%29134%3A8%281215%29

Reference9 articles.

1. Alshawabkeh A. N. and Sheahan T. (2002). “Stabilizing fine-grained soils by phosphate electrogrouting.” Transportation Research Record . 1787 Transportation Research Board Washington D.C. 53–60.

2. Ghazali F. M. Baghdadi Z. A. and Khan A. M. (1991). “Overconsolidated behavior of phosphoric acid and lime-stabilized kaolin clay.” Transportation Research Record . 1295 Transportation Research Board Washington D.C.

3. Hopkins B. and Ellsworth J. (2005). “Phosphorus availability with alkaline/calcareous soil.” Proc. Western Nutrient Management Conf. Vol. 6 Oregon State University Department of Crop and Soil Science Salt Lake City.

4. Correlating Index Properties and Hydraulic Conductivity of Geosynthetic Clay Liners

5. Electrokinetic stabilization of kaolinite by Injection of Al and PO4 3− ions;Ozkan S.;Ground Improv,1999

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