Constitutive Model for Rockfill Materials and Determination of Material Constants-Reference-Cited by-同舟云学术

Constitutive Model for Rockfill Materials and Determination of Material Constants

Published:2006-07 Issue:4 Volume:6 Page:226-237
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Varadarajan A.¹²³⁴,Sharma K. G.¹²³⁴,Abbas S. M.¹²³⁴,Dhawan A. K.¹²³⁴

Affiliation:

1. Head, Dr. M.G.R. Educational and Research Institute (Deemed University), Chennai 600095, Tamil Nadu, India.

2. Professor and Head, Dept. of Civil Engineering, Indian Institute of Technology, Hauz Khas, New Delhi 110016, India.

3. Reader, Dept. of Civil Engineering, Jamia Millia Islamia, Jamia Nagar, New Delhi 110025, India.

4. Director, Central Soil and Materials Research Station, Hauz Khas, New Delhi 110016, India.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291532-3641%282006%296%3A4%28226%29

Reference27 articles.

1. Abbas S. M. (2003). “Testing and modeling the behavior of riverbed and quarried rockfill materials.” Ph.D. thesis IIT Delhi New Delhi India.

2. Ahlrich R. C. (1996). “Influence of aggregate properties on performance of heavy-duty hot-mix asphalt pavement.” Transportation Research Record 1547 Transportation Research Board National Research Council Washington D.C.

3. Ansari K. S. and Chandra S. (1986). “How ought one to determine soil parameters to be used in the design of earth and rockfill dam?” Proc. Indian Geotechnical Conf. New Delhi Vol. 2 1–6.

4. ASTM. (1995). “Standard test method for unconfined compressive strength of intact rock core specimens” ASTM D 2938-95 Philadelphia.

5. ASTM. (1998). “Standard test method for uncompacted void content of fine aggregate (as influenced by particle shape surface texture and grading).” ASTM C 1252-98 Philadelphia.

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