SETTLEMENT CAUSED BY TUNNELLING BENEATH A MOTORWAY EMBANKMENT.

被引：0
|
作者：
Toombs, A.F.
机构：
来源：
TRRL Supplementary Report (Transport and Road Research Laboratory, Great Britain) | 1980年 / 547期
关键词：
Compilation and indexing terms; Copyright 2025 Elsevier Inc;
D O I：
暂无
中图分类号：
学科分类号：
摘要：
FOUNDATIONS - Settlement - ROADS AND STREETS - Embankments
引用
收藏
相关论文
共 50 条
  • [21] Piled-supported embankment responses to tunnelling in soft ground: An investigation of settlement and load transfer mechanisms
    Soomro, Mukhtiar Ali
    Xiong, Shaokai
    Cui, Zhen-Dong
    Zhao, Chenyang
    Mangi, Naeem
    TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2025, 156
  • [22] Motorway embankment on soft soil - monitoring and analysis
    Arab, R.
    Faure, Y. H.
    Ung, S. Y.
    Michaud, B.
    Geosynthetics, Vols 1-4, 2006, : 921 - 924
  • [23] LARGE EMBANKMENT NEAR SUHAREKE ON THE KOSOVO MOTORWAY
    Gjetvaj, Verica
    Buselic, Ljerka
    ROAD AND RAIL INFRASTRUCTURE II, 2012, : 781 - 787
  • [24] GHOST TUNNEL BENEATH MOTORWAY.
    Anon
    International Construction, 1975, 14 (02): : 44 - 48
  • [25] Centrifuge modeling of ground loss and settlement caused by shield tunnelling in soft ground
    Ma, X.-F. (xf.ma@tongji.edu.cn), 1600, Chinese Society of Civil Engineering (34):
  • [26] Model tests on longitudinal surface settlement caused by shield tunnelling in sandy soil
    Fang, Yong
    Chen, Zhongtian
    Tao, Liming
    Cui, Jian
    Yan, Qixiang
    SUSTAINABLE CITIES AND SOCIETY, 2019, 47
  • [27] 2-dimensional analysis of settlement damage to masonry buildings caused by tunnelling
    Liu, G.
    Houlsby, G.T.
    Augarde, C.E.
    Structural Engineer, 2001, 79 (01): : 19 - 25
  • [28] PREDICTING THE DYNAMICS OF GROUND SETTLEMENT AND ITS DERIVATIVES CAUSED BY TUNNELLING IN SOIL.
    Attewell, P.B.
    Woodman, J.P.
    Ground Engineering, 1982, 15 (08): : 13 - 36
  • [29] 2-dimensional analysis of settlement damage to masonry buildings caused by tunnelling
    Liu, G.
    Houlsby, G.T.
    Augarde, C.E.
    Structural Engineer, 2001, 79 (01): : 19 - 25
  • [30] EXPERIMENTAL STUDY OF EARTHQUAKE RESISTANCE OF EMBANKMENT BY A LARGE-SIZE VIBRATION STAND - EXPERIMENT FOR FAILURE MECHANISM OF EMBANKMENT.
    Uezawa, Hiroshi
    Komine, Toshio
    Nasu, Makoto
    Yasuda, Yusaku
    Quarterly Report of RTRI (Railway Technical Research Institute) (Japan), 1973, 14 (03): : 129 - 135
12345