Basic Physical Properties and Mechanical Behavior of Compacted Weathered Granite Soils-Reference-Cited by-同舟云学术

Basic Physical Properties and Mechanical Behavior of Compacted Weathered Granite Soils

Published:2017-10 Issue:10 Volume:17 Page:04017082
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Niu Xirong¹^ORCID,Xie Haiyan²,Sun Yanfang³,Yao Yangping⁴

Affiliation:

1. Associate Professor, Dept. of Civil Engineering, Shanxi Univ., 36 South Honggou St., Taiyuan, Shanxi 030013, China; Postdoctoral Fellow, School of Transportation Science and Engineering, Beihang Univ., Beijing 100191, China (corresponding author). ORCID: .

2. Associate Professor, College of Applied Science and Technology, Illinois State Univ., Campus Box 5000, Normal, IL 61790-5000.

3. Assistant Professor, College of Architecture and Civil Engineering, Taiyuan Univ. of Technology, 79 West Yingze St., Taiyuan, Shanxi 030024, China; Research Collaborator, Key Lab of Highway Construction and Maintenance Technology in Loess Region, Ministry of Transport, Taiyuan, Shanxi 030006, China.

4. Professor, School of Transportation Science and Engineering, Beihang Univ., 37 Xueyuan Rd., Haidian District, Beijing 100191, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0000983

Reference32 articles.

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2. Elastoplastic Model for the Long-Term Behavior Modeling of Unbound Granular Materials in Flexible Pavements

3. Study of elastoplastic constitutive model of strongly weathered granite. Part a: Theoretical model and parameter inversion;Chen W.;Rock Soil Mech.,2011

4. The type and evolution of the granite landforms in China;Cui Z.;Acta Geogr. Sin.,2007

5. Regional differences of granitic residual soil and research on its engineering characteristics;Dai J.;Port Eng. Technol.,2009

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