Modeling heaving in frost-susceptible soils

被引：0
|
作者：
ASCE [1 ]
不详 [2 ]
不详 [3 ]
不详 [4 ]
机构：
来源：
Geotech Spec Publ | 2007年 / 157卷
关键词：
Soils;
D O I：
10.1061/40901(220)18
中图分类号：
学科分类号：
摘要：
引用
收藏
相关论文
共 50 条
  • [31] Frost Heaving Characteristics of Subgrade Soils Using Laboratory Freezing System
    Shin, Eun-Chul
    Ryu, Byung-Hyun
    Park, Jeong-Jun
    DEFORMATION CHARACTERISTICS OF GEOMATERIALS, PTS 1 AND 2, 2011, : 454 - 462
  • [32] Frost Heaving Properties of Gravelly Soils in Alpine Seasonally Frozen Regions
    Chen, Cheng
    Zhang, Zhigang
    Ling, Li
    He, Baoyuan
    Jiang, Yanjia
    Cheng, Zhihe
    ADVANCES IN MATERIALS SCIENCE AND ENGINEERING, 2022, 2022
  • [33] The Frost Heaving and Heave Properties of Soils on the Projected Moscow–Kazan Railway
    U. B. Fattoev
    A. V. Brushkov
    A. V. Koshurnikov
    A. Yu. Gunar
    Moscow University Geology Bulletin, 2021, 76 : 343 - 351
  • [34] THE THEORY OF FROST HEAVING
    DERJAGUIN, BV
    CHURAEV, NV
    PROGRESS IN SURFACE SCIENCE, 1993, 43 (1-4) : 208 - 213
  • [35] THEORY OF FROST HEAVING
    DERJAGUIN, BV
    CHURAEV, NV
    JOURNAL OF COLLOID AND INTERFACE SCIENCE, 1978, 67 (03) : 391 - 396
  • [36] The mechanics of frost heaving
    Taber, S
    JOURNAL OF GEOLOGY, 1930, 38 (04): : 303 - 317
  • [37] LABORATORY MEASUREMENTS OF SUBSURFACE DISPLACEMENTS DURING THAW OF LOW-ANGLE SLOPES OF A FROST-SUSCEPTIBLE SOIL
    REIN, RG
    BURROUS, CM
    ARCTIC AND ALPINE RESEARCH, 1980, 12 (03) : 349 - 358
  • [38] Slope stability analysis model for the frost-susceptible soil based on thermal-hydro-mechanical coupling
    Park, Dong-Su
    Shin, Mun-Beom
    Park, Woo-Jin
    Seo, Young-Kyo
    COMPUTERS AND GEOTECHNICS, 2023, 163
  • [39] The Frost Heaving and Heave Properties of Soils on the Projected Moscow-Kazan Railway
    Fattoev, U. B.
    Brushkov, A., V
    Koshurnikov, A., V
    Gunar, A. Yu
    MOSCOW UNIVERSITY GEOLOGY BULLETIN, 2021, 76 (03) : 343 - 351
  • [40] FROST HEAVING OF PILES IN PERMAFROST
    ALLEN, J
    HUCK, RW
    CIVIL ENGINEERING, 1972, 42 (04): : 77 - &
12345