Probabilistic pseudostatic analysis of pile in laterally spreading ground: Two layer soil profile-Reference-Cited by-同舟云学术

Probabilistic pseudostatic analysis of pile in laterally spreading ground: Two layer soil profile

Published:2014-06 Issue:2 Volume:5 Page:343-354
ISSN:2090-4479
Container-title:Ain Shams Engineering Journal
language:en
Short-container-title:Ain Shams Engineering Journal

Author:

Farag Reda

Publisher

Elsevier BV

Subject

General Engineering

Reference29 articles.

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2. Reliability of frame and shear wall structural systems. II: dynamic loading;Lee;J Struct Eng, ASCE,2003

3. Structural reliability analysis and prediction;Melchers,1987

4. Hussein A, Darrag A, El Zahaby K, Nour El Din A. Pile response to lateral spreading of liquefied soils. J Soil Mech Found Egypt Soc, 2nd part; 2008.

5. Parametric analysis of single pile response in laterally spreading ground;Valsamis;J Soil Dyn Earthq Eng,2012

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1. Evaluating the lateral subgrade reaction of soil using horizontal pile load test results;Ain Shams Engineering Journal;2022-09

2. Probabilistic Analysis of lateral bearing capacity of pile-soil System;International Journal of Geotechnical Engineering;2021-04-25

3. Comparative Study on Behavior of Vertical and Batter Piles in Lateral Spreading Soil;Lecture Notes in Civil Engineering;2021

4. Performance of piles with different batter angles in laterally spreading soil: a probabilistic investigation;Bulletin of Earthquake Engineering;2020-08-20

5. Reliability Analysis of Single Pile in Lateral Spreading Ground: A Three-Dimensional Investigation;Lecture Notes in Civil Engineering;2020-08-14