Numerical analyses of soil-foundation-building interaction due to tunnelling

被引：0
|
作者：
Boonpichetvong, M. [1 ]
Netzel, H. [1 ]
Rots, J. G. [1 ]
机构：
[1] Delft Univ Technol, Fac Architecture, Dept Bldg Mech, Delft, Netherlands
来源：
GEOTECHNICAL ASPECTS OF UNDERGROUND CONSTRUCTION IN SOFT GROUND | 2006年
关键词：
D O I：
暂无
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
Numerical modelling of soil-foundation-building response due to tunnelling is presented in this paper. An overview of parametric studies for the future development of an improved damage classification system is given. The adopted numerical models allow for all possible inelastic factors in soil, soil-structure interface and buildings. It is demonstrated that the implementation of the soil-structure interface model in the numerical analyses is essential for the determination of strain transmitted from the soil to the buildings.
引用
收藏
页码：479 / +
页数：3
相关论文
共 50 条
  • [1] Assessment of Building Response Supported on Shallow Foundation Due to Tunnelling in Cohesionless Soil
    Bayen, Asit
    Samanta, Manojit
    [J]. GEOSHANGHAI 2024 INTERNATIONAL CONFERENCE, VOL 4, 2024, 1333
  • [2] Numerical analyses of fault–foundation interaction
    I. Anastasopoulos
    A. Callerio
    M. F. Bransby
    M. C. R. Davies
    A. El Nahas
    E. Faccioli
    G. Gazetas
    A. Masella
    R. Paolucci
    A. Pecker
    E. Rossignol
    [J]. Bulletin of Earthquake Engineering, 2008, 6 : 645 - 675
  • [3] Numerical analyses of fault-foundation interaction
    Anastasopoulos, I.
    Callerio, A.
    Bransby, M. F.
    Davies, M. C. R.
    Nahas, A. El
    Faccioli, E.
    Gazetas, G.
    Masella, A.
    Paolucci, R.
    Pecker, A.
    Rossignol, E.
    [J]. BULLETIN OF EARTHQUAKE ENGINEERING, 2008, 6 (04) : 645 - 675
  • [4] Seismic Analyses and Design of Foundation Soil Structure Interaction
    Pecker, Alain
    [J]. PERSPECTIVES ON EUROPEAN EARTHQUAKE ENGINEERING AND SEISMOLOGY, VOL 2, 2015, 39 : 153 - 162
  • [5] Interaction between tunnelling and bridge foundation-3D numerical investigation
    Yoo, C.
    Wu, S. J.
    [J]. GEOTECHNICAL ASPECTS OF UNDERGROUND CONSTRUCTION IN SOFT GROUND, 7TH INTERNATIONAL SYMPOSIUM, 2012, : 477 - 480
  • [6] A numerical investigation on soil-concrete foundation interaction
    Namdar, Abdoullah
    [J]. 21ST EUROPEAN CONFERENCE ON FRACTURE, (ECF21), 2016, 2 : 2803 - 2809
  • [7] Effects of foundation embedment during building-soil interaction
    Avilés, J
    Pérez-Rocha, LE
    [J]. EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 1998, 27 (12): : 1523 - 1540
  • [8] Numerical investigations of structure-soil-structure interaction on footing forces due to adjacent building
    Chandrawanshi, Shrish
    Garg, Vivek
    [J]. EARTHQUAKES AND STRUCTURES, 2024, 26 (06) : 477 - 487
  • [9] Numerical analysis of the soil-foundation-supporting pile-high-rise building dynamic interaction system
    Li, PZ
    Lu, XL
    Zhang, HM
    Chen, YQ
    [J]. Tall Buildings: From Engineering to Sustainability, 2005, : 291 - 301
  • [10] METHODS FOR INVESTIGATING CAUSES OF BUILDING AVERAGES DUE TO SETTLEMENTS OF FOUNDATION SOIL
    ROSSICHI.JW
    [J]. ZEITSCHRIFT FUR ANGEWANDTE GEOLOGIE, 1973, 19 (10): : 524 - 530
12345