Capacity Design of Retaining Structures and Bridge Abutments with Deep Foundations-Reference-Cited by-同舟云学术

Capacity Design of Retaining Structures and Bridge Abutments with Deep Foundations

Published:2013-07 Issue:7 Volume:139 Page:1086-1095
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Callisto Luigi¹,Rampello Sebastiano²

Affiliation:

1. Associate Professor, Dept. of Structural and Geotechnical Engineering, Univ. of Rome La Sapienza, via Eudossiana 18, 00184 Rome, Italy (corresponding author).

2. Professor, Dept. of Structural and Geotechnical Engineering, Univ. of Rome La Sapienza, via Eudossiana 18, 00184 Rome, Italy.

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.1943-5606.0000825

Reference19 articles.

1. Bentz E. C. (2000). “Sectional Analysis of Reinforced Concrete Members ” Ph.D. Thesis Department of Civil Engineering Univ. of Toronto Toronto.

2. Lateral resistance of piles in cohesive soils;Broms B. B.;J. Soil Mech. Found. Div.,1964

3. Lateral resistance of piles in cohesionless soils;Broms B. B.;J. Soil Mech. Found. Div.,1964

4. European Committee for Standardization (CEN). (2003a). “Eurocode 8: Design of structures for earthquake resistance—Part 1: General rules seismic actions and rules for buildings.” EN 1998-1 CEN Brussels Belgium.

5. European Committee for Standardization (CEN). (2003b). “Eurocode 8: Design of structures for earthquake resistance—Part 5: Foundations retaining structures and geotechnical aspects.” EN 1998-5 CEN Brussels Belgium.

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