Seismic pseudo-static active earth pressure of narrow granular backfill against an inverted T-type retaining wall under translational mode-Reference-Cited by-同舟云学术

Seismic pseudo-static active earth pressure of narrow granular backfill against an inverted T-type retaining wall under translational mode

Published:2022-01 Issue: Volume:152 Page:107018
ISSN:0267-7261
Container-title:Soil Dynamics and Earthquake Engineering
language:en
Short-container-title:Soil Dynamics and Earthquake Engineering

Author:

Chen Fu-quan,Chen Hao-biao,Xu Li,Lin Luo-bin^ORCID

Publisher

Elsevier BV

Subject

Soil Science,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference23 articles.

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2. Essai sur une application des regles de maximis et minimis a quelques problemes de statique relatifs a l'architecture;Coulomb;Mém. Math Phys. Acad. R. Sci.,1776

3. Considerations in to earthquake vibrations and vibration theories;Mononobe;J. Jpn. Soc. Civ. Eng.,1924

4. Design of earth retaining structures for dynamic loads;Seed,1970

5. Seismic earth pressure on retaining structures;Richards;J. Geotech. Geoenviron.,1999

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