Prediction of axial limit capacity of stone columns using dimensional analysis

Prediction of axial limit capacity of stone columns using dimensional analysis

Stone column is the most favorable method used by engineers in designing work for stabilization of soft ground for road embankment, and foundation for liquid structure. Easy installation and cheaper cost are among the factors that make stone column more preferable than other method. Furthermore, sto...

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Published in:AIP Conference Proceedings
Main Author: Nazaruddin A.T.; Mohamed Z.; Mohd Azizul L.; Hafez M.A.
Format: Conference paper
Language:English
Published: American Institute of Physics Inc. 2017
Online Access:https://www.scopus.com/inward/record.uri?eid=2-s2.0-85031322756&doi=10.1063%2f1.4998373&partnerID=40&md5=255daacb5bb7b5603c452d25ce09484c
id 2-s2.0-85031322756
spelling 2-s2.0-85031322756
Nazaruddin A.T.; Mohamed Z.; Mohd Azizul L.; Hafez M.A.
Prediction of axial limit capacity of stone columns using dimensional analysis
2017
AIP Conference Proceedings
1875

10.1063/1.4998373
https://www.scopus.com/inward/record.uri?eid=2-s2.0-85031322756&doi=10.1063%2f1.4998373&partnerID=40&md5=255daacb5bb7b5603c452d25ce09484c
Stone column is the most favorable method used by engineers in designing work for stabilization of soft ground for road embankment, and foundation for liquid structure. Easy installation and cheaper cost are among the factors that make stone column more preferable than other method. Furthermore, stone column also can acts as vertical drain to increase the rate of consolidation during preloading stage before construction work started. According to previous studied there are several parameters that influence the capacity of stone column. Among of them are angle friction of among the stones, arrangement of column (two pattern arrangement most applied triangular and square), spacing center to center between columns, shear strength of soil, and physical size of column (diameter and length). Dimensional analysis method (Buckingham-Pi Theorem) has used to carry out the new formula for prediction of load capacity stone columns. Experimental data from two previous studies was used for analysis of study. © 2017 Author(s).
American Institute of Physics Inc.
0094243X
English
Conference paper
author Nazaruddin A.T.; Mohamed Z.; Mohd Azizul L.; Hafez M.A.
spellingShingle Nazaruddin A.T.; Mohamed Z.; Mohd Azizul L.; Hafez M.A.
Prediction of axial limit capacity of stone columns using dimensional analysis
author_facet Nazaruddin A.T.; Mohamed Z.; Mohd Azizul L.; Hafez M.A.
author_sort Nazaruddin A.T.; Mohamed Z.; Mohd Azizul L.; Hafez M.A.
title Prediction of axial limit capacity of stone columns using dimensional analysis
title_short Prediction of axial limit capacity of stone columns using dimensional analysis
title_full Prediction of axial limit capacity of stone columns using dimensional analysis
title_fullStr Prediction of axial limit capacity of stone columns using dimensional analysis
title_full_unstemmed Prediction of axial limit capacity of stone columns using dimensional analysis
title_sort Prediction of axial limit capacity of stone columns using dimensional analysis
publishDate 2017
container_title AIP Conference Proceedings
container_volume 1875
container_issue
doi_str_mv 10.1063/1.4998373
url https://www.scopus.com/inward/record.uri?eid=2-s2.0-85031322756&doi=10.1063%2f1.4998373&partnerID=40&md5=255daacb5bb7b5603c452d25ce09484c
description Stone column is the most favorable method used by engineers in designing work for stabilization of soft ground for road embankment, and foundation for liquid structure. Easy installation and cheaper cost are among the factors that make stone column more preferable than other method. Furthermore, stone column also can acts as vertical drain to increase the rate of consolidation during preloading stage before construction work started. According to previous studied there are several parameters that influence the capacity of stone column. Among of them are angle friction of among the stones, arrangement of column (two pattern arrangement most applied triangular and square), spacing center to center between columns, shear strength of soil, and physical size of column (diameter and length). Dimensional analysis method (Buckingham-Pi Theorem) has used to carry out the new formula for prediction of load capacity stone columns. Experimental data from two previous studies was used for analysis of study. © 2017 Author(s).
publisher American Institute of Physics Inc.
issn 0094243X
language English
format Conference paper
accesstype
record_format scopus
collection Scopus
_version_ 1823296164712153088

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