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MODERN TUNNELLING TECHNOLOGY 2014, Vol. 51 Issue (5) :1-8    DOI:
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Statistical Empirical Relationship of Coseismic Surface Rupture and Aseismic Tunnel Design
(1 School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031; 2 The Institute of Crustal Dynamics, Beijing 100085)
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Abstract  Coseismic surface rupture displacement is the key influential factor for shear failure and collapse in tunnels. This paper systematically summarizes the statistical empirical relationships of the characteristic parameters of coseismic surface ruptures, and compares and analyzes the seismic damages inflicted upon a tunnel by the Wenchuan Earthquake. The results show that: (1) the surface rupture length and the maximum and average coseismic rupture displacements are the main parameters directly related to the aseismic design of a tunnel, of which surface rupture length mainly reflects the influence range of shear displacement; (2) in seismic tunnel design, the average coseismic rupture displacement can be used to estimate the degree of damage to an underground structure considering the relative position of the tunnel, the main deep-and-large faults, and the affiliated faults; (3) the subsurface rupture length, downdip rupture width, and rupture area can be used to estimate the influence range of an earthquake and the possible losses due to tunnel damage; and (4) coseismic displacement may also occur at an affiliated fault near a seismogenic fault, resulting in damages to the underground structure and tunnel.
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WANG Cheng-Hu-1
2
CHOU Wen-Ge-1
CHEN Yong-Qian-2
HU
HUI 1
Keywords Surface rupture   Coseismic displacement   Tunnel seismic resistance   Shear failure   Empirical relationship     
Abstract: Coseismic surface rupture displacement is the key influential factor for shear failure and collapse in tunnels. This paper systematically summarizes the statistical empirical relationships of the characteristic parameters of coseismic surface ruptures, and compares and analyzes the seismic damages inflicted upon a tunnel by the Wenchuan Earthquake. The results show that: (1) the surface rupture length and the maximum and average coseismic rupture displacements are the main parameters directly related to the aseismic design of a tunnel, of which surface rupture length mainly reflects the influence range of shear displacement; (2) in seismic tunnel design, the average coseismic rupture displacement can be used to estimate the degree of damage to an underground structure considering the relative position of the tunnel, the main deep-and-large faults, and the affiliated faults; (3) the subsurface rupture length, downdip rupture width, and rupture area can be used to estimate the influence range of an earthquake and the possible losses due to tunnel damage; and (4) coseismic displacement may also occur at an affiliated fault near a seismogenic fault, resulting in damages to the underground structure and tunnel.
Keywords Surface rupture,   Coseismic displacement,   Tunnel seismic resistance,   Shear failure,   Empirical relationship     
published: 2014-08-26
Cite this article:   
WANG Cheng-Hu-1, 2 , CHOU Wen-Ge-1 etc .Statistical Empirical Relationship of Coseismic Surface Rupture and Aseismic Tunnel Design [J]  MODERN TUNNELLING TECHNOLOGY, 2014,V51(5): 1-8
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http://www.xdsdjs.com/EN/      或     http://www.xdsdjs.com/EN/Y2014/V51/I5/1
 
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