PILES IN PERMAFROST.

被引:2
|
作者
Heydinger, Andrew G. [1 ]
机构
[1] Univ of Toledo, Toledo, OH, USA, Univ of Toledo, Toledo, OH, USA
关键词
D O I
暂无
中图分类号
学科分类号
摘要
33
引用
收藏
页码:59 / 75
相关论文
共 50 条
  • [21] Metallic tubular piles for permafrost grounds
    Gazov Prom, 2 (54-55):
  • [22] ANALYSIS OF LATERALLY LOADED PILES IN PERMAFROST
    NEUKIRCHNER, RJ
    JOURNAL OF GEOTECHNICAL ENGINEERING-ASCE, 1987, 113 (01): : 15 - 29
  • [23] BEHAVIOR OF LATERALLY LOADED PILES IN PERMAFROST
    NEUKIRCHNER, RJ
    NIXON, JF
    JOURNAL OF GEOTECHNICAL ENGINEERING-ASCE, 1987, 113 (01): : 1 - 14
  • [24] Temperature distribution along piles in permafrost regions
    Xiong Wei
    Liu Ming-gui
    Zhang Qi-heng
    Wang Zhi-ming
    ROCK AND SOIL MECHANICS, 2009, 30 (06) : 1658 - 1664
  • [25] Temperature distribution along piles in permafrost regions
    Xiong, Wei
    Liu, Ming-Gui
    Zhang, Qi-Heng
    Wang, Zhi-Ming
    Yantu Lixue/Rock and Soil Mechanics, 2009, 30 (06): : 1658 - 1664
  • [26] Local distribution pattern of discontinuous mountain permafrost.: A process study at Fluela Pass, Swiss Alps
    Lerjen, M
    Kääb, A
    Hoelzle, M
    Haeberli, W
    PERMAFROST, VOLS 1 AND 2, 2003, : 667 - 672
  • [27] Characterization of Exiguobacterium isolates from the Siberian permafrost. Description of Exiguobacterium sibiricum sp. nov.
    Debora Frigi Rodrigues
    Johan Goris
    Tatiana Vishnivetskaya
    David Gilichinsky
    Michael F. Thomashow
    James M. Tiedje
    Extremophiles, 2006, 10 : 285 - 294
  • [28] Bearing capacity of compression-bent piles in permafrost
    I. I. Shishov
    Soil Mechanics and Foundation Engineering, 2010, 47 : 130 - 135
  • [29] Load Transfer of Steel Pipe Piles in Warming Permafrost
    Tabatabaei, Amir
    Aldaeef, Abdulghader A.
    Rayhani, Mohammad T.
    GEO-CONGRESS 2024: SOIL IMPROVEMENT, SUSTAINABILITY, GEOENVIRONMENTAL, AND COLD REGIONS ENGINEERING, 2024, 351 : 725 - 732
  • [30] A STREAMLINE SOLUTION FOR RIGID LATERALLY LOADED PILES IN PERMAFROST
    FORIERO, A
    LADANYI, B
    CANADIAN GEOTECHNICAL JOURNAL, 1989, 26 (04) : 568 - 574