Resilient Interface Shear Modulus for Characterizing Shear Properties of Pavement Base Materials-Reference-Cited by-同舟云学术

Resilient Interface Shear Modulus for Characterizing Shear Properties of Pavement Base Materials

Published:2018-12 Issue:12 Volume:30 Page:04018333
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Han Bingye¹,Ling Jianming²,Shu Xiang³,Gong Hongren⁴,Sun Yiren⁵,Polaczyk Pawel Andrzej⁴,Huang Baoshan⁶

Affiliation:

1. Ph.D. Student, Key Laboratory of Road and Traffic Engineering of the Ministry of Education, Tongji Univ., Shanghai 201804, China; Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Univ. of Tennessee, Knoxville, TN 37996.

2. Professor, Key Laboratory of Road and Traffic Engineering of the Ministry of Education, Tongji Univ., Shanghai 201804, China.

3. Research Scientist, Hebei Research Institute of Construction and Geotechnical Investigation Co. Ltd., 58 Jianhua S St., Shijiazhuang 050031, China; Research Scientist, Technology Center of Geotechnical Engineering of Hebei Province, 58 Jianhua S St., Shijiazhuang 050031, China.

4. Ph.D. Student, Dept. of Civil and Environmental Engineering, Univ. of Tennessee, Knoxville, TN 37996.

5. Assistant Professor, School of Transportation and Logistics, Dalian Univ. of Technology, Dalian 116024, China.

6. Visiting Professor, School of Transportation Engineering, Tongji Univ., Shanghai 201804, China; Edwin G. Burdette Professor, Dept. of Civil and Environmental Engineering, Univ. of Tennessee, Knoxville, TN 37996 (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.1943-5533.0002530

Reference35 articles.

1. Effect of Soil Moisture Content and Dry Density on Cohesive Soil–Geosynthetic Interactions Using Large Direct Shear Tests

2. Evaluation of Interface Shear Strength Properties of Geogrid-Reinforced Construction and Demolition Materials Using a Modified Large-Scale Direct Shear Testing Apparatus

3. Geosynthetic-Reinforced Soils Under Repeated Loading: A Review and Comparative Design Study

4. Brown S. and P. Pell. 1967. “An experimental investigation of the stresses strains and deflections in a layered pavement structure subjected to dynamic loads.” In Proc. Int. Conf. on Structure Design Asphalt Pavements 384–403. Ann Arbor MI: Univ. of Michigan.

5. Cuelho E. V. and S. W. Perkins. 2004. “Resilient interface shear modulus from short-strip cyclic pullout tests.” In GeoFrontiers: Slopes and Retaining Structures under Seismic and Static Conditions Geotechnical special publication 140 1–11. Reston VA: ASCE.

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