Response and Stability of Underground Structures in Rock Mass during Earthquakes

被引:90
|
作者
Aydan, Oemer [1 ]
Ohta, Yoshimi [1 ]
Genis, Melih [2 ]
Tokashiki, Naohiko [3 ]
Ohkubo, K. [4 ]
机构
[1] Tokai Univ, Dept Marine Civil Enginrring, Shizuoka, Japan
[2] Zonguldak Karaelmas Univ, Dept Min Engn, Zonguldak, Turkey
[3] Univ Ryukyus, Dept Civil Engn, Okinawa, Japan
[4] Nakanihon Expressway Co, Tokyo, Japan
关键词
Classification; Damage; Earthquake; Fault; Ground motions; Underground openings; TUNNEL; DAMAGE; DEFORMATION;
D O I
10.1007/s00603-010-0105-6
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Underground structures are well known to be earthquake resistant. However, the recent earthquakes showed that underground structures are also vulnerable to seismic damage. There may be several reasons such as high ground motions and permanent ground movements. This study attempts to describe various forms of damage to underground structures such as tunnels, caverns, natural caves and abandoned mines during major earthquakes. Results of various model tests on shaking table are also presented to show the effect of ground shaking on the response and collapse of underground structures in continuum and discontinuum. Furthermore, some empirical equations are proposed to assess the damage to underground structures, which may be useful for quick assessments of possible damage.
引用
收藏
页码:857 / 875
页数:19
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