Effect of frequency and flexibility ratio on the seismic response of deep tunnels-Reference-Cited by-同舟云学术

Effect of frequency and flexibility ratio on the seismic response of deep tunnels

Published:2017-06 Issue:2 Volume:2 Page:125-133
ISSN:2467-9674
Container-title:Underground Space
language:en
Short-container-title:Underground Space

Author:

Sandoval Eimar,Bobet Antonio

Funder

Colombia-Purdue Institute for Advanced Scientific Research

Universidad del Valle (Colombia)

Purdue University

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering

Reference27 articles.

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2. Drained and undrained response of deep tunnels subjected to far-field shear loading;Bobet;Tunnelling and Underground Space Technology,2010

3. Dobry, R., Yokel, F. Y., & Ladd, R. S. (1981). Liquefaction potential of overconsolidated sands in moderately seismic areas. In Earthquakes and earthquake engineering in the Eastern U.S. (Vol. 2, pp. 643–664). Knoxville, Tenn.

4. Earthquake response of caverns: Empirical correlations and numerical modeling;Dowding,1985

5. Simplified analysis for tunnel supports;Einstein;Journal of the Geotechnical Engineering Division,1979

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