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Advances in Materials Science and Engineering
Volume 2018, Article ID 4620101, 15 pages
Research Article

Investigation on the Nonlinear Strength Properties and Damage Statistical Constitutive Model for Frozen Sandy Soils

1Northwest Institute of Eco-Environment and Resources, State Key Laboratory of Frozen Soil Engineering, Chinese Academy of Sciences, Lanzhou, Gansu 730000, China
2University of Chinese Academy of Sciences, Beijing 100049, China
3State Key Laboratory of Hydraulics and Natural River Engineering, College of Water Resource and Hydropower, Sichuan University, Chengdu, Sichuan 610065, China

Correspondence should be addressed to Enlong Liu;

Received 11 September 2017; Accepted 27 November 2017; Published 11 March 2018

Academic Editor: Andres Sotelo

Copyright © 2018 De Zhang et al. This is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.

Citations to this Article [2 citations]

The following is the list of published articles that have cited the current article.

  • Wenbo Liu, Shuguang Zhang, and Boyi Sun, “Energy Evolution of Rock under Different Stress Paths and Establishment of A Statistical Damage Model,” KSCE Journal of Civil Engineering, 2019. View at Publisher · View at Google Scholar
  • Junlin He, Fei Luo, Zhanyuan Zhu, Yuanze Zhang, Chongyin Ling, and Zuying Zou, “An elastoplastic constitutive model for frozen sandy soil considering particle breakage,” European Journal of Environmental and Civil Engineering, pp. 1–25, 2019. View at Publisher · View at Google Scholar