CREEP OF MODEL PILES IN FROZEN SOIL

被引：25
|
作者：
PARAMESWARAN, VR
机构：
来源：
CANADIAN GEOTECHNICAL JOURNAL | 1979年 / 16卷 / 01期
关键词：
D O I：
10.1139/t79-007
中图分类号：
P5 [地质学];
学科分类号：
0709 ; 081803 ;
摘要：
引用
收藏
页码：69 / 77
页数：9
相关论文
共 50 条
  • [1] Creep behavior of frozen soil and creep analytical model of frozen wall
    Chen, ZhengDong
    Lin, Bin
    Hou, HaiJie
    SCIENTIFIC REPORTS, 2025, 15 (01):
  • [2] Creep Characteristic Test and Creep Model of Frozen Soil
    Shao, Yawu
    Suo, Yonglu
    Xiao, Jiang
    Bai, Yuan
    Yang, Tao
    SUSTAINABILITY, 2023, 15 (05)
  • [3] A frozen soil creep model with strength attenuation
    Yao, Xiaoliang
    Qi, Jilin
    Liu, Mengxin
    Yu, Fan
    ACTA GEOTECHNICA, 2017, 12 (06) : 1385 - 1393
  • [4] A frozen soil creep model with strength attenuation
    Xiaoliang Yao
    Jilin Qi
    Mengxin Liu
    Fan Yu
    Acta Geotechnica, 2017, 12 : 1385 - 1393
  • [5] Research on Creep Characteristics and the Model of Artificial Frozen Soil
    Zhang, Chaochao
    Li, Dongwei
    Luo, Changtai
    Wang, Zecheng
    Chen, Guanren
    ADVANCES IN MATERIALS SCIENCE AND ENGINEERING, 2022, 2022
  • [6] A triaxial creep model for frozen soil based on hypoplasticity
    Xu, Guofang
    Wu, Wei
    Qi, Jilin
    EUROPEAN JOURNAL OF ENVIRONMENTAL AND CIVIL ENGINEERING, 2022, 26 (07) : 2569 - 2580
  • [7] Triaxial creep model of frozen soil under dynamic loading
    Zhu, YL
    He, P
    Zhang, JY
    Wang, JC
    PROGRESS IN NATURAL SCIENCE, 1997, 7 (04) : 465 - 468
  • [8] Viscoelastic-plastic creep constitutive model of frozen soil
    Cao, Xueye
    Zhao, Junhai
    Li, Yan
    EMERGING MATERIALS RESEARCH, 2017, 6 (02) : 429 - 433
  • [9] Triaxial creep model of frozen soil under dynamic loading
    朱元林
    何平
    张家懿
    王家澄
    ProgressinNaturalScience, 1997, (04) : 83 - 86
  • [10] A creep model for frozen soil based on the fractional Kelvin–Voigt's model
    Ze Zhang
    Canjie Huang
    Huijun Jin
    Wenjie Feng
    Doudou Jin
    Guike Zhang
    Acta Geotechnica, 2022, 17 : 4377 - 4393
12345