Bearing ratio of reinforced fly ash overlying soft soil and deformation modulus of fly ash-Reference-Cited by-同舟云学术

Bearing ratio of reinforced fly ash overlying soft soil and deformation modulus of fly ash

Published:2009-08 Issue:4 Volume:27 Page:313-320
ISSN:0266-1144
Container-title:Geotextiles and Geomembranes
language:en
Short-container-title:Geotextiles and Geomembranes

Author:

Ghosh Ambarish,Dey Utpal

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,General Materials Science,Civil and Structural Engineering

Reference29 articles.

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2. ASTM Standard Test Method for Bearing Ratio of Laboratory-Compacted Soils;ASTMD1883,2005

3. ASTM Standard Test Method for Unconfined Compressive Strength of Soil;ASTMD2166,2006

4. Austin, D.N., Coleman, D., 1993. A field evaluation of geosynthetic-reinforced haul roads over soft foundation soils. In: Geosynthetics 93, Vancouver, Canada, pp. 65–80.

5. Compaction characteristics of pond ash;Bera;J. Mater. Civil Eng. ASCE,2007

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