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Title

Evaluation for Post-Liquefaction Settlement Procedures

Year: 1394
COI: SMFE02_531
Language: EnglishView: 488
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Authors

Seyed Ablolfazl Heidari - lecturer university of Islamic Azad Khash, Sistan-Balochestan, Iran
Masoud Amel-Sakhi - Assistant Professor University of Technology Qom, Qom, Iran
Shoja Arianmehr - lecturer university of Islamic Azad Khash, Sistan-Balochestan, Iran
Seyed Mohammad Mousavi - BSc, Civil Engineering, Yazd University of Applied Science Building and Technology

Abstract:

Liquefaction induced settlement can produce damage to bridge approaches, abutments, and shallow foundations. It can also cause down drag loading on deep foundations. Available procedures for estimating liquefaction-induced settlement are based on observed soil behavior in laboratory tests and on observed field behavior from earthquake case histories. Because relatively few well-documented case histories of post liquefaction settlement are available, the uncertainty in predicted settlement is significant. The goal of this study describes a series of procedures that can be used to estimate post liquefaction settlement for different earthquake scenarios, different ground motion hazard levels, and different settlement hazard levels. Four existing deterministic methods, those proposed by Tokimatsu and Seed (1987), Ishihara and Yoshimine (1992), Shamoto et al. (1998), and Wu and Seed (2004), were investigated through a series of parametric analyses.

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This Paper COI Code is SMFE02_531. Also You can use the following address to link to this article. This link is permanent and is used as an article registration confirmation in the Civilica reference:

https://civilica.com/doc/431304/

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Heidari, Seyed Ablolfazl and Amel-Sakhi, Masoud and Arianmehr, Shoja and Mousavi, Seyed Mohammad,1394,Evaluation for Post-Liquefaction Settlement Procedures,2st National Conference on Soil Mechanics and Foundation Engineering ,Qom,https://civilica.com/doc/431304

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