Prediction of Resilient Modulus of Compacted Cohesive Soils in South China-Reference-Cited by-同舟云学术

Prediction of Resilient Modulus of Compacted Cohesive Soils in South China

Published:2019-07 Issue:7 Volume:19 Page:04019068
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Zhang Junhui¹,Peng Junhui²,Zheng Jianlong³,Dai Liangliang⁴,Yao Yongsheng²

Affiliation:

1. Professor, Science and Technology Innovation Platform of National Engineering Laboratory of Highway Maintenance Technology, Changsha Univ. of Science and Technology, Changsha 410114, China (corresponding author).

2. Ph.D. Candidate, Science and Technology Innovation Platform of National Engineering Laboratory of Highway Maintenance Technology, Changsha Univ. of Science and Technology, Changsha 410114, China.

3. Professor, Science and Technology Innovation Platform of National Engineering Laboratory of Highway Maintenance Technology, Changsha Univ. of Science and Technology, Changsha 410114, China.

4. P. E. Jiaxing Highway Administration, Zhejiang 314000, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001446

Reference27 articles.

1. Model for prediction of resilient modulus incorporating matric suction for recycled unbound granular materials

2. Discussion of “State-of-the-Art: Prediction of Resilient Modulus of Unsaturated Subgrade Soils” by Zhong Han and Sai K. Vanapalli

3. Fixing loading sequence for resilient modulus test of subgrade soil;Chen S. K.;Highway,2006

4. Dynamic resilient modulus of silt;Dong C.;J. Cent. South. Univ.,2012

5. Soil Mechanics for Unsaturated Soils

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