Soil-Foundation-Structure Interaction with Mobilization of Bearing Capacity: Experimental Study on Sand-Reference-Cited by-同舟云学术

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Soil-Foundation-Structure Interaction with Mobilization of Bearing Capacity: Experimental Study on Sand

Published:2012-11 Issue:11 Volume:138 Page:1369-1386
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Drosos V.¹,Georgarakos T.²,Loli M.²,Anastasopoulos I.³,Zarzouras O.⁴,Gazetas G.⁵

Affiliation:

1. Postdoctoral Researcher, National Technical Univ., Athens, Greece.

2. Doctoral Student, National Technical Univ., Athens 15780, Greece.

3. Assistant Professor, National Technical Univ., Athens 15780, Greece.

4. Graduate Student, National Technical Univ., Athens 15780, Greece.

5. Professor, National Technical Univ., Athens 15780, Greece (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0000705

Reference51 articles.

1. Analytical moment–rotation curves for rigid foundations based on a Winkler model

2. An investigation into the Winkler modeling of the cyclic response of rigid footings

3. Soil failure can be used for seismic protection of structures

4. J. Geotech. Geoenviron. Eng 137

5. Seismic performance of bar-mat reinforced-soil retaining wall: Shaking table testing versus numerical analysis with modified kinematic hardening constitutive model

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