Cover Image

Using stone column as a suitable liquefaction remediation in Persian Gulf coast.

This research investigates behavior of gravel drain piles under high-level earthquake loading beneath the structures foundation. To achieve this purpose one of the waste water septic tank project in north of Persian Gulf in Hormoz Island was selected as a case study to find suitability of gravel...

Full description

Saved in:
Bibliographic Details
Main Authors: Moayedi, Hossein, Kim Huat, Bujang, Mokhberi, Mehdi, Moghaddam, Arash Ansari, Moghaddam, Shokoufeh Ansari
Format: Article
Language:English
English
Published: Oklahoma State University 2010
Online Access:http://psasir.upm.edu.my/id/eprint/17553/1/Using%20stone%20column%20as%20a%20suitable%20liquefaction%20remediation%20in%20Persian%20Gulf%20coast.pdf
http://psasir.upm.edu.my/id/eprint/17553/
Tags: Add Tag
No Tags, Be the first to tag this record!
id my.upm.eprints.17553
record_format eprints
spelling my.upm.eprints.175532015-10-21T23:55:11Z http://psasir.upm.edu.my/id/eprint/17553/ Using stone column as a suitable liquefaction remediation in Persian Gulf coast. Moayedi, Hossein Kim Huat, Bujang Mokhberi, Mehdi Moghaddam, Arash Ansari Moghaddam, Shokoufeh Ansari This research investigates behavior of gravel drain piles under high-level earthquake loading beneath the structures foundation. To achieve this purpose one of the waste water septic tank project in north of Persian Gulf in Hormoz Island was selected as a case study to find suitability of gravel drain pile system to reduce excess pore water pressure. According to high susceptibility of local soil layers liquefaction and its short distance of waste water tank to the sea, the mentioned project becomes one of the most important issues regarding geo-enviro nmentally hazards impact after tank structural collapsing. The drain piles were used to control excess pore water pressures beneath the foundation of mentioned project. Furthermore, different static and cyclic triaxial tests, Standard Penetration Test (SPT), the hydraulic conductivity and density tests were conducted to enhance the proper understanding of the dynamic behavior of soil layer under the foundation. According to the numerical modeling results, using these drain piles has focal effects on the excess pore water pressure rate and creates a liquefaction zone during the time of earthquake loading. Oklahoma State University 2010 Article PeerReviewed application/pdf en http://psasir.upm.edu.my/id/eprint/17553/1/Using%20stone%20column%20as%20a%20suitable%20liquefaction%20remediation%20in%20Persian%20Gulf%20coast.pdf Moayedi, Hossein and Kim Huat, Bujang and Mokhberi, Mehdi and Moghaddam, Arash Ansari and Moghaddam, Shokoufeh Ansari (2010) Using stone column as a suitable liquefaction remediation in Persian Gulf coast. Electronic Journal of Geotechnical Engineering, 15 P. pp. 1757-1767. ISSN 1089-3032 English
institution Universiti Putra Malaysia
building UPM Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Putra Malaysia
content_source UPM Institutional Repository
url_provider http://psasir.upm.edu.my/
language English
English
description This research investigates behavior of gravel drain piles under high-level earthquake loading beneath the structures foundation. To achieve this purpose one of the waste water septic tank project in north of Persian Gulf in Hormoz Island was selected as a case study to find suitability of gravel drain pile system to reduce excess pore water pressure. According to high susceptibility of local soil layers liquefaction and its short distance of waste water tank to the sea, the mentioned project becomes one of the most important issues regarding geo-enviro nmentally hazards impact after tank structural collapsing. The drain piles were used to control excess pore water pressures beneath the foundation of mentioned project. Furthermore, different static and cyclic triaxial tests, Standard Penetration Test (SPT), the hydraulic conductivity and density tests were conducted to enhance the proper understanding of the dynamic behavior of soil layer under the foundation. According to the numerical modeling results, using these drain piles has focal effects on the excess pore water pressure rate and creates a liquefaction zone during the time of earthquake loading.
format Article
author Moayedi, Hossein
Kim Huat, Bujang
Mokhberi, Mehdi
Moghaddam, Arash Ansari
Moghaddam, Shokoufeh Ansari
spellingShingle Moayedi, Hossein
Kim Huat, Bujang
Mokhberi, Mehdi
Moghaddam, Arash Ansari
Moghaddam, Shokoufeh Ansari
Using stone column as a suitable liquefaction remediation in Persian Gulf coast.
author_facet Moayedi, Hossein
Kim Huat, Bujang
Mokhberi, Mehdi
Moghaddam, Arash Ansari
Moghaddam, Shokoufeh Ansari
author_sort Moayedi, Hossein
title Using stone column as a suitable liquefaction remediation in Persian Gulf coast.
title_short Using stone column as a suitable liquefaction remediation in Persian Gulf coast.
title_full Using stone column as a suitable liquefaction remediation in Persian Gulf coast.
title_fullStr Using stone column as a suitable liquefaction remediation in Persian Gulf coast.
title_full_unstemmed Using stone column as a suitable liquefaction remediation in Persian Gulf coast.
title_sort using stone column as a suitable liquefaction remediation in persian gulf coast.
publisher Oklahoma State University
publishDate 2010
url http://psasir.upm.edu.my/id/eprint/17553/1/Using%20stone%20column%20as%20a%20suitable%20liquefaction%20remediation%20in%20Persian%20Gulf%20coast.pdf
http://psasir.upm.edu.my/id/eprint/17553/
_version_ 1643826552075452416
score 13.211869

Similar Items