Analysis of an excavation with soil nailing using embedded finite elements and advanced constitutive models

被引：0
|
作者：
机构：
[1] De Farias, Mârcio Muniz
[2] Durand, Raúl D.
[3] Nakai, Teruo
来源：
De Farias, M.M. | / IOS Press BV期
关键词：
D O I：
暂无
中图分类号：
学科分类号：
摘要：
引用
收藏
相关论文
共 50 条
  • [41] Three-dimensional finite element analysis of structure optimal design in soil nailing
    Gao Meng
    Gao Guang-yun
    Zhang Yuan-fang
    ROCK AND SOIL MECHANICS, 2007, 28 (11) : 2461 - 2464
  • [42] Three-dimensional finite element analysis of structure optimal design in soil nailing
    Gao, Meng
    Gao, Guang-Yun
    Zhang, Yuan-Fang
    Yantu Lixue/Rock and Soil Mechanics, 2007, 28 (11): : 2461 - 2464
  • [43] Numerical simulation of dynamic fracture using finite elements with embedded discontinuities
    Armero, Francisco
    Linder, Christian
    INTERNATIONAL JOURNAL OF FRACTURE, 2009, 160 (02) : 119 - 141
  • [44] Numerical simulation of dynamic fracture using finite elements with embedded discontinuities
    Francisco Armero
    Christian Linder
    International Journal of Fracture, 2009, 160 : 119 - 141
  • [45] Wave propagation analysis in carbon nanotube embedded composite using wavelet based spectral finite elements
    Mitra, M
    Gopalakrishnan, S
    SMART MATERIALS AND STRUCTURES, 2006, 15 (01) : 104 - 122
  • [46] Finite element analysis of Biot's consolidation in tunnel excavation based on a constitutive model with strain softening
    Adachi, T
    Jun, L
    COMPUTER METHODS AND ADVANCES IN GEOMECHANICS, VOL 2, 1997, : 1269 - 1272
  • [47] Finite element analysis of Blot's consolidation in slope excavation based on a constitutive model with strain softening
    Adachi, T
    Liu, J
    Koike, A
    Zhang, F
    LANDSLIDES-BK, 1996, : 1131 - 1136
  • [48] Finite element analysis of tunnel excavation and ground improvement techniques employing a new constitutive model for shotcrete
    Schweiger, H. F.
    Schaedlich, B.
    Sedighi, P.
    Saurer, E.
    Marcher, T.
    Henke, S.
    Borchert, K. -M.
    Computer Methods and Recent Advances in Geomechanics, 2015, : 71 - 80
  • [49] Automated calibration of advanced soil constitutive models. Part I: hypoplastic sand
    Kadlicek, Tomas
    Janda, Tomas
    Sejnoha, Michal
    Masin, David
    Najser, Jan
    Benes, Stepan
    ACTA GEOTECHNICA, 2022, 17 (08) : 3421 - 3438
  • [50] Automated calibration of advanced soil constitutive models. Part I: hypoplastic sand
    Tomáš Kadlíček
    Tomáš Janda
    Michal Šejnoha
    David Mašín
    Jan Najser
    Štěpán Beneš
    Acta Geotechnica, 2022, 17 (8) : 3421 - 3438
12345