Viscoelastic-plastic constitutive model with damage of frozen soil under impact loading and freeze-thaw loading

被引：42
|
作者：
Li, Bin [1 ]
Zhu, Zhiwu [1 ,2 ]
Ning, Jianguo [3 ]
Li, Tao [1 ]
Zhou, Zhiwei [2 ]
机构：
[1] Southwest Jiaotong Univ, Sch Mech & Engn, Appl Mech & Struct Safety Key Lab Sichuan Prov, Chengdu 610031, Peoples R China
[2] Chinese Acad Sci, State Key Lab Frozen Soil Engn, Northwest Inst Ecoenvironm & Resources, Lanzhou 730000, Peoples R China
[3] Beijing Inst Technol, State Key Lab Explos Sci & Technol, Beijing 100081, Peoples R China
来源：
INTERNATIONAL JOURNAL OF MECHANICAL SCIENCES | 2022年 / 214卷
基金：
中国国家自然科学基金;
关键词：
Frozen soil; Freeze-thaw loading; Impact; Damage; Viscoelastic-plastic constitutive model; MECHANICAL-PROPERTIES; PRESSURE; CYCLES; ROCK; PERMEABILITY; STRENGTH; CONCRETE; TESTS; CLAY;
D O I：
10.1016/j.ijmecsci.2021.106890
中图分类号：
TH [机械、仪表工业];
学科分类号：
0802 ;
摘要：
[No abstract available]
引用
收藏
页数：12
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