Creep characteristics and unified macro–meso creep model for saturated frozen soil under constant/variable temperature conditions-Reference-Cited by-同舟云学术

Creep characteristics and unified macro–meso creep model for saturated frozen soil under constant/variable temperature conditions

Author:

Wang Pan,Liu Enlong^ORCID,Zhi Bin,Song Bingtang,Kang Jian

Funder

National Natural Science Foundation of China

Independent research project of state key laboratory of frozen soil engineering

China Scholarship Council

Publisher

Springer Science and Business Media LLC

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Link

Reference55 articles.

1. Aldaeef AA, Rayhani M (2019) Creep behavior of frozen leda clay under combined compression stress and thermal exposure. GeoOttawa 2017

2. Amiri S, Grimstad G (2016) Constitutive modelling of saturated frozen soil. In: 27th ALERT Workshop

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2. State-of-the-Art Constitutive Modelling of Frozen Soils;Archives of Computational Methods in Engineering;2024-04-24