Settlement Calculation Method for Peat Soil Foundations-Reference-Cited by-同舟云学术

Settlement Calculation Method for Peat Soil Foundations

Published:2023-07 Issue:7 Volume:23 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Peng Bo¹,Feng Ruiling²,Wu Lijian³,Wei Kang⁴,Wang Pengcheng⁵

Affiliation:

1. Ph.D. Candidate, School of Civil Engineering, Beijing Jiaotong Univ., No. 3 Shangyuancun, Haidian District, Beijing 100044, China.

2. Professor, School of Civil Engineering, Beijing Jiaotong Univ., No. 3 Shangyuancun, Haidian District, Beijing 100044, China (corresponding author).

3. Researcher, Research Institute of Highway, Ministry of Transport, No. 8 West Tucheng Rd., Haidian District, Beijing 100088, China.

4. Jiangxi Traffic Design Institute, No. 657, Jinggangshan Avenue, Qingyunpu District, Nanchang 330052, China.

5. Researcher, Railway Engineering Research Institute, China Academy of Railway Sciences Corporation Limited, No. 2 Daliushu Rd., Haidian District, Beijing 100081, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-8181

Reference49 articles.

1. Finite difference approach for consolidation with variable compressibility and permeability;Abbasi N.;Comput. Geotech.,2007

2. A formulation for estimating the compression of fibrous peat using three parameters;Acharya M. P.;Int. J. Geomech.,2019

3. Creep behaviour of intact and remoulded fibrous peat;Acharya M. P.;Acta Geotech.,2017

4. Laboratory testing and in situ behaviour of peat as embankment foundation: Discussion;Andersland O. B.;Can. Geotech. J.,1984

5. Brinkgreve, R., P. A. Vermeer, and E. Vos. 1994. “Constitutive aspects of an embankment widening project.” In Proc., Advances in Understanding and Modelling the Mechanical Behaviour of Peat, edited by E. den Haan, R. Termaat, and T. B. Edil, 16–18. Delft, Netherlands: A.A. Balkema.

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