Effect of Superstructure on the Dynamic Response of Nonconnected Piled Raft Foundation Using Centrifuge Modeling-Reference-Cited by-同舟云学术

Effect of Superstructure on the Dynamic Response of Nonconnected Piled Raft Foundation Using Centrifuge Modeling

Published:2018-10 Issue:10 Volume:18 Page:04018126
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Baziar Mohammad Hassan¹,Rafiee Fahime²,Lee Chung Jung³,Saeedi Azizkandi Alireza⁴

Affiliation:

1. Professor, School of Civil Engineering, Iran Univ. of Science & Technology (IUST), Narmak, Iran (corresponding author).

2. Ph.D. Candidate, School of Civil Engineering, Iran Univ. of Science & Technology (IUST), Narmak, Tehran, Iran.

3. Professor, Dept. of Civil Engineering, National Central Univ. (NCU), Zhongli, Taoyuan, Taiwan.

4. Assistant Professor, School of Civil Engineering, Iran Univ. of Science & Technology (IUST), Narmak, Iran.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001263

Reference33 articles.

1. Small-scale model test and three-dimensional analysis of pile-raft foundation on medium-dense sand;Baziar M. H.;Int. J. Civ. Eng.,2009

2. Effect of super-structure frequency on the seismic behavior of pile-raft foundation using physical modeling

3. Behavior of Model Rafts Resting on Pile-Reinforced Sand

4. Experimental Study of Eccentrically Loaded Raft with Connected and Unconnected Short Piles

5. Study on optimized piled-raft foundations (PRF) performance with connected and non-connected piles-three case histories;Eslami A.;Int. J. Civ. Eng.,2012

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