Methodology to Improve the AASHTO Subgrade Resilient Modulus Equation for Network-Level Use-Reference-Cited by-同舟云学术

Methodology to Improve the AASHTO Subgrade Resilient Modulus Equation for Network-Level Use

Published:2015-12 Issue:12 Volume:141 Page:04015027
ISSN:0733-947X
Container-title:Journal of Transportation Engineering
language:en
Short-container-title:J. Transp. Eng.

Author:

Nam Boo Hyun¹,Kee Seong-Hoon²,Youn Heejung³,Kim Dae Young⁴

Affiliation:

1. Assistant Professor, Dept. of Civil, Environmental and Construction Engineering, Univ. of Central Florida, 4000 Central Florida Blvd., Bldg. 91, Suite 211, Orlando, FL 32816 (corresponding author).

2. Assistant Professor, Dept. of Architectural Engineering, Dong-A Univ., 37 Nakdong-Daero 550 beon-gil, Saha-gu, Busan 604-714, Korea.

3. Assistant Professor, Dept. of Civil Engineering, Hongik Univ., Mapo-gu, Sangsu-dong 72-1, Seoul 121-791, South Korea.

4. Assistant Professor, Dept. of Architectural Engineering, Dong-Eui Univ., 176 Eomgwangno, Busanjin-gu, Busan 614-714, South Korea.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29TE.1943-5436.0000793

Reference36 articles.

1. AASHTO. (1993). “AASHTO guide for design of pavement structures 1993.” Washington DC.

2. AASHTO. (1994). “Standard method of test for resilient modulus of unbound granular base/subbase materials and subgrade soils-SHRP protocol P46.” T294 Washington DC.

3. Asphalt Institute. (1982). “Research and development of the asphalt institute‘s thickness design manual (MS-1).” Rep. No. RR-82-2 Lexington KY.

4. ASTM. (2009a). “Standard test method for CBR (California bearing ratio) of soils in place.” D4429-09a West Conshohocken PA.

5. ASTM. (2009b). “Standard test method for repetitive static plate load tests of soils and flexible pavement components for use in evaluation and design of airport and highway pavements.” D1195/D1195M-09 West Conshohocken PA.

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