Stabilized Soils Incorporating Combinations of Rice Husk Ash and Cement Kiln Dust
Author:
Affiliation:
1. Dept. of Civil Engineering, Ryerson Univ., 350 Victoria Street, Toronto, ON,Canada M5B 2K3.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29MT.1943-5533.0000310
Reference30 articles.
1. Stabilization of a Saudi calcareous marl soil
2. Effect of lime, cement and Sarooj (artificial pozzolan) on the swelling potential of an expansive soil from Oman
3. ASTM (2000a). “Standard test method for liquid limit plastic limit and plasticity index of soils.” ASTM D 4318-98 West Conshohocken PA.
4. ASTM (2000b). “Standard test method for particle size analysis of soils.” ASTM D 422-98 West Conshohocken PA.
5. ASTM (2000c). “Standard test method for unconfined compressive strength of cohesive soil.” ASTM D 2166-98 West Conshohocken PA.
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