Behavior and Numerical Evaluation of Cement-Fly Ash-Gravel Pile-Supported Embankments over Completely Decomposed Granite Soils-Reference-Cited by-同舟云学术

Behavior and Numerical Evaluation of Cement-Fly Ash-Gravel Pile-Supported Embankments over Completely Decomposed Granite Soils

Published:2019-06 Issue:6 Volume:19 Page:04019048
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Wu Lijun¹,Jiang Guanlu²,Ju Nengpan³

Affiliation:

1. Assistant Professor, College of Environment and Civil Engineering, Chengdu Univ. of Technology, Chengdu 610059, P. R. China (corresponding author).

2. Professor, Key Laboratory of High-Speed Railway Engineering of Ministry of Education School of Civil Engineering, Southwest Jiaotong Univ., Chengdu 610031, P. R. China.

3. Professor, College of Environment and Civil Engineering, Chengdu Univ. of Technology, Chengdu 610059, P. R. China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001430

Reference54 articles.

1. Aboshi H. E. Ichimoto M. Enoki and K. Harada. 1979. “The composer: A method to improve characteristics of soft clays by inclusion of large diameter sand columns.” In Vol. 1 of Proc. Int. Conf. on Soil Reinforcement: Reinforced Earth and Other Techniques 211–216. Paris: ARRB Group Ltd.

2. Finite element modeling of the consolidation behavior of multi-column supported road embankment

3. Characteristics of weathering zones of granitic rocks in Malaysia for geotechnical engineering design

4. Behavior of Geotextile-Encased Granular Columns Supporting Test Embankment on Soft Deposit

5. Comparison of Different Two-Dimensional Idealizations for a Geosynthetic-Reinforced Pile-Supported Embankment

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