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Earthquake engineering of large underground structures

G N Owen, +1 more
- Vol. 82, pp 16291
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TLDR
A review of the past performance of 127 underground openings during earthquakes indicates that underground structures in general are less severely affected than surface structures at the same geographic location, however, some severe damage, including collapse, has been reported as mentioned in this paper.
Abstract
This study identifies and evaluates the current state of the art of earthquake engineering of transportation tunnels and other large underground structures. A review of the past performance of 127 underground openings during earthquakes indicates that underground structures in general are less severely affected than surface structures at the same geographic location. However, some severe damage, including collapse, has been reported. Stability of tunnels during seismic motion is affected by peak ground motion parameters, earthquake duration, type of support, ground conditions, and in situ stresses. The literature on the nature of underground seismic motion is reviewed in detail. Although recorded underground motions tend to substantiate the idea that motion does reduce with depth, amplification at depth has been observed. The current procedures used in the seismic design of underground structures vary greatly depending upon the type of structure and the ground conditions. Procedures for subaqueous tunnels are fairly well formulated; however, procedures for structures in soil and rock are not as well formulated. Numerical procedures to predict dynamic stresses are not completely compatible with current static design procedures, which are more strongly affected by empirical methods than by stress-prediction models. Recommended research activities include the systematic reconnaissance of underground structures following major earthquakes, the placement of instrumentation for recording seismic motion in tunnels, analytical studies of underground motion, and the further development of seismic design procedures for structures in soil and rock. (Author)

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Journal ArticleDOI

Seismic design and analysis of underground structures

TL;DR: A summary of the current state of seismic analysis and design for underground structures can be found in this paper, where the authors discuss special design issues, including the design of tunnel segment joints and joints between tunnels and portal structures.
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Underground opening damage from earthquakes

TL;DR: A summary of worldwide qualitative data regarding the behavior of underground openings during earthquakes is presented in this paper, which has been collected for 192 reports of underground behavior from 85 earthquakes throughout the world.
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3-D seismic response analysis of long lined tunnels in half-space

TL;DR: In this article, the dynamic response of infinitely long lined tunnels with a uniform cross-section buried into an elastic or viscoelastic half-space to body and surface harmonic seismic waves is numerically determined by a special direct boundary element method in the frequency domain.
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Seismic damage mechanism and dynamic deformation characteristic analysis of mountain tunnel after Wenchuan earthquake

TL;DR: In this article, a forensic investigation was conducted on 52 mountain highway tunnels after the 2008 Wenchuan earthquake, and the damage level of inspected tunnels was classified using a new damage evaluation criterion.
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Seismic fragility curves of shallow tunnels in alluvial deposits

TL;DR: In this article, a numerical approach is proposed for the construction of fragility curves for shallow metro tunnels in alluvial deposits, when subjected to transversal seismic loading, and the response of the tunnel is calculated under quasi static conditions applying the induced seismic ground deformations which are calculated through 1D equivalent linear analysis for an increasing level of seismic intensity.
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