Stabilized soils for construction applications incorporating natural resources of Papua new Guinea-Reference-Cited by-同舟云学术

Stabilized soils for construction applications incorporating natural resources of Papua new Guinea

Published:2007-10 Issue:4 Volume:51 Page:711-731
ISSN:0921-3449
Container-title:Resources, Conservation and Recycling
language:en
Short-container-title:Resources, Conservation and Recycling

Author:

Hossain K.M.A.,Lachemi M.,Easa S.

Publisher

Elsevier BV

Subject

Economics and Econometrics,Waste Management and Disposal

Reference35 articles.

1. Effect of lime, cement and Sarooj (artificial pozzolan) on the swelling potential of an expansive soil from Oman;Al-Rawas;Build Environ,2005

2. ASTM. Standard test method for liquid limit, plastic limit and plasticity index of soils. ASTM D 4318-98. West Conshohocken, Pennsylvania: Annual Book of ASTM Standards; 2000a.

3. ASTM. Standard test method for particle size analysis of soils. ASTM D 422-98. West Conshohocken, Pennsylvania: Annual Book of ASTM Standards; 2000b.

4. ASTM. Standard test method for unconfined compressive strength of cohesive soil. ASTM D 2166-98. West Conshohocken, Pennsylvania: Annual Book of ASTM Standards; 2000c.

5. ASTM. Standard test method for CBR (California Bearing Ratio) of laboratory-compacted soils. ASTM D 1883-99, West Conshohocken, Pennsylvania: Annual Book of ASTM Standards; 2000d.

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