SOME ASPECTS OF COUPLED FEBEM ANALYSIS OF UNDERGROUND OPENINGS

被引：20
|
作者：
VARADARAJAN, A
SHARMA, KG
SINGH, RB
机构：
来源：
INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS | 1985年 / 9卷 / 06期
关键词：
D O I：
10.1002/nag.1610090605
中图分类号：
P5 [地质学];
学科分类号：
0709 ; 081803 ;
摘要：
引用
收藏
页码：557 / 571
页数：15
相关论文
共 50 条
  • [31] Solar radiation entering through openings: Coupled assessment of luminous and thermal aspects
    Esquivias, Paula M.
    Moreno, David
    Navarro, Jaime
    ENERGY AND BUILDINGS, 2018, 175 : 208 - 218
  • [32] A NUMERICAL MODELING CRITERION FOR THE ANALYSIS OF UNDERGROUND OPENINGS USING INFINITE ELEMENTS
    KUMAR, P
    APPLIED MATHEMATICAL MODELLING, 1986, 10 (05) : 357 - 366
  • [33] Bolt length requirement in underground openings
    Goel, R. K.
    Swarup, Anil
    Sheorey, P. R.
    INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2007, 44 (05) : 802 - 811
  • [34] FAILURE CONSTELLATIONS IN AND AROUND UNDERGROUND OPENINGS
    HABENICHT, H
    ENGINEERING FRACTURE MECHANICS, 1990, 35 (1-3) : 457 - 471
  • [35] Numerical modeling of seepage into underground openings
    Finsterle, S
    Trautz, RC
    MINING ENGINEERING, 2001, 53 (09) : 52 - 56
  • [36] Mechanism of support measure of underground openings
    Sakurai, S
    PROCEEDINGS OF THE INTERNATIONAL CONFERENCE ON HYDRO POWER DEVELOPMENT IN HIMALAYAS, 1998, : 401 - 409
  • [37] Design methodology for intersection of underground openings
    Eisenberg, J.
    Amusin, B.
    ROCK MECHANICS IN CIVIL AND ENVIRONMENTAL ENGINEERING, 2010, : 383 - 386
  • [38] Predicting the behaviour of underground openings in rock
    Barton, Nick
    Publikasjon - Norges Geotekniske Institutt, 1988, (172):
  • [39] Heated water storage in underground openings
    Inada, Yoshinori
    Kinoshita, Naoki
    Nakazaki, Hidehiko
    Ueda, Takao
    Proceedings of International Congress International Association of Engineering Geology, 1990,
  • [40] STORAGE OF HEATED WATER IN UNDERGROUND OPENINGS
    INADA, Y
    STERLING, RL
    JOURNAL OF GEOTECHNICAL ENGINEERING-ASCE, 1989, 115 (05): : 597 - 614
12345