Cyclic Behavior and Liquefaction Potential of Indian Pond Ash Located in Seismic Zones III and IV-Reference-Cited by-同舟云学术

Cyclic Behavior and Liquefaction Potential of Indian Pond Ash Located in Seismic Zones III and IV

Published:2014-07 Issue:7 Volume:26 Page:06014012
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Mohanty Supriya¹,Patra Nihar Ranjan²

Affiliation:

1. Research Scholar, Geotechnical Engineering Division, Dept. of Civil Engineering, Indian Institute of Technology Kanpur, Kanpur, Uttarpradesh 208016, India.

2. Associate Professor, Geotechnical Engineering Division, Dept. of Civil Engineering, Indian Institute of Technology Kanpur, Kanpur, Uttarpradesh 208016, India (corresponding author).

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.1943-5533.0000964

Reference21 articles.

1. ASTM. (1973). “Evaluation of relative density and its role in geotechnical projects involving cohesionless soils.” STP523-EB West Conshohocken PA.

2. ASTM. (1992). “Standard test method for load controlled cyclic triaxial strength of soil.” D5311-92 West Conshohocken PA.

3. ASTM. (1996). “Standard test methods for the determination of the modulus and damping properties of soils using the cyclic triaxial apparatus.” D3999-91 West Conshohocken PA.

4. ASTM. (2008). “Standard specification for coal fly ash and raw or calcined natural pozzolan for use in concrete.” C618-08a West Conshohocken PA.

5. Liquefaction assessments using seismic piezocone penetration (SCPTU) test investigations in Tangshan region in China

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