Laboratory Approach for Faster Determination of the Loading-Collapse Yield Curve of Compacted Soils-Reference-Cited by-同舟云学术

Laboratory Approach for Faster Determination of the Loading-Collapse Yield Curve of Compacted Soils

Published:2016-03 Issue:3 Volume:28 Page:04015148
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Chinkulkijniwat Avirut¹,Horpibulsuk Suksun²,Yubonchit Somjai³,Rakkob Tanakorn³,Goodary Rajeshwar⁴,Arulrajah Arul⁵

Affiliation:

1. Associate Professor, Center of Excellence in Civil Engineering, School of Civil Engineering, Suranaree Univ. of Technology, 111 University Ave., Muang District, Nakhon Ratchasima 30000, Thailand (corresponding author).

2. Professor, Center of Excellence in Civil Engineering, School of Civil Engineering, Suranaree Univ. of Technology, 111 University Ave., Muang District, Nakhon Ratchasima 30000, Thailand.

3. Ph.D. Scholar, School of Civil Engineering, Suranaree Univ. of Technology, 111 University Ave., Muang District, Nakhon Ratchasima 30000, Thailand.

4. Dean of Faculty of Sustainable Development and Engineering, Head of Geotechnical Laboratory, Lecturer of Soil Mechanics, Université des Mascareignes, Mauritius, Rose Hill 71259, Mauritius.

5. Professor, Swinburne Univ. of Technology, Melbourne, VIC 3107, Australia.

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.1943-5533.0001432

Reference29 articles.

1. Alonso E. E. Gens A. and Hight D. W. (1987). “Special problem soils general report.” Proc. 9th ECSMFE Vol. 3 Balkema Dublin Ireland 1087–1146.

2. A constitutive model for partially saturated soils

3. A natural compression law for soils (an advance on e–log p′)

4. Casagrande A. (1936). “The determination of the pre-consolidation load and its practical significance.” Proc. 1st Int. Conf. on Soil Mechanics and Foundation Engineering Vol. III Cambridge 60–64.

5. Compaction characteristics of non-gravel and gravely soils using a small compaction apparatus;Chinkulkijniwat A.;J. ASTM Int.,2010

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