Prediction of axial limit capacity of stone columns using dimensional analysis

A. T. Nazaruddin, Zainab Mohamed, L. Mohd Azizul, Mohamed Ahmed Hafez Ahmed

Research output: Chapter in Book/Report/Conference proceedingConference contribution

Abstract

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.

Original languageEnglish
Title of host publicationInternational Conference on Applied Physics and Engineering, ICAPE 2016
Subtitle of host publicationProceedings of the 2nd International Conference on Applied Physics and Engineering
EditorsMadhiyah Yahaya Bermakai, Azmi Mohamed Yusof, Nur Maizatul Azra Mukhtar, Zakaria Hussain, Damanhuri Jamalludin, Ainorkhilah Mahmood, Mohd Zaki Mohd Yusoff, Anas Ibrahim, Mohd Muzafa Jumidali, Mohd Haris Ridzuan Ooi Abdullah, Mohd Noor Mohd Ali
PublisherAmerican Institute of Physics Inc.
ISBN (Electronic)9780735415553
DOIs
Publication statusPublished - 08 Aug 2017
Event2nd International Conference on Applied Physics and Engineering, ICAPE 2016 - Penang, Malaysia
Duration: 02 Nov 201603 Nov 2016

Publication series

NameAIP Conference Proceedings
Volume1875
ISSN (Print)0094-243X
ISSN (Electronic)1551-7616

Other

Other2nd International Conference on Applied Physics and Engineering, ICAPE 2016
CountryMalaysia
CityPenang
Period02/11/1603/11/16

Fingerprint

dimensional analysis
rocks
predictions
prestressing
consolidation
shear strength
roads
engineers
installing
soils
friction
theorems
stabilization
spacing
costs
liquids

All Science Journal Classification (ASJC) codes

  • Physics and Astronomy(all)

Cite this

Nazaruddin, A. T., Mohamed, Z., Mohd Azizul, L., & Hafez Ahmed, M. A. (2017). Prediction of axial limit capacity of stone columns using dimensional analysis. In M. Y. Bermakai, A. M. Yusof, N. M. A. Mukhtar, Z. Hussain, D. Jamalludin, A. Mahmood, M. Z. M. Yusoff, A. Ibrahim, M. M. Jumidali, M. H. R. O. Abdullah, ... M. N. M. Ali (Eds.), International Conference on Applied Physics and Engineering, ICAPE 2016: Proceedings of the 2nd International Conference on Applied Physics and Engineering [030002] (AIP Conference Proceedings; Vol. 1875). American Institute of Physics Inc.. https://doi.org/10.1063/1.4998373
Nazaruddin, A. T. ; Mohamed, Zainab ; Mohd Azizul, L. ; Hafez Ahmed, Mohamed Ahmed. / Prediction of axial limit capacity of stone columns using dimensional analysis. International Conference on Applied Physics and Engineering, ICAPE 2016: Proceedings of the 2nd International Conference on Applied Physics and Engineering. editor / Madhiyah Yahaya Bermakai ; Azmi Mohamed Yusof ; Nur Maizatul Azra Mukhtar ; Zakaria Hussain ; Damanhuri Jamalludin ; Ainorkhilah Mahmood ; Mohd Zaki Mohd Yusoff ; Anas Ibrahim ; Mohd Muzafa Jumidali ; Mohd Haris Ridzuan Ooi Abdullah ; Mohd Noor Mohd Ali. American Institute of Physics Inc., 2017. (AIP Conference Proceedings).
@inproceedings{229abc7e40604a968df03bfb5689a2ae,
title = "Prediction of axial limit capacity of stone columns using dimensional analysis",
abstract = "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.",
author = "Nazaruddin, {A. T.} and Zainab Mohamed and {Mohd Azizul}, L. and {Hafez Ahmed}, {Mohamed Ahmed}",
year = "2017",
month = "8",
day = "8",
doi = "10.1063/1.4998373",
language = "English",
series = "AIP Conference Proceedings",
publisher = "American Institute of Physics Inc.",
editor = "Bermakai, {Madhiyah Yahaya} and Yusof, {Azmi Mohamed} and Mukhtar, {Nur Maizatul Azra} and Zakaria Hussain and Damanhuri Jamalludin and Ainorkhilah Mahmood and Yusoff, {Mohd Zaki Mohd} and Anas Ibrahim and Jumidali, {Mohd Muzafa} and Abdullah, {Mohd Haris Ridzuan Ooi} and Ali, {Mohd Noor Mohd}",
booktitle = "International Conference on Applied Physics and Engineering, ICAPE 2016",

}

Nazaruddin, AT, Mohamed, Z, Mohd Azizul, L & Hafez Ahmed, MA 2017, Prediction of axial limit capacity of stone columns using dimensional analysis. in MY Bermakai, AM Yusof, NMA Mukhtar, Z Hussain, D Jamalludin, A Mahmood, MZM Yusoff, A Ibrahim, MM Jumidali, MHRO Abdullah & MNM Ali (eds), International Conference on Applied Physics and Engineering, ICAPE 2016: Proceedings of the 2nd International Conference on Applied Physics and Engineering., 030002, AIP Conference Proceedings, vol. 1875, American Institute of Physics Inc., 2nd International Conference on Applied Physics and Engineering, ICAPE 2016, Penang, Malaysia, 02/11/16. https://doi.org/10.1063/1.4998373

Prediction of axial limit capacity of stone columns using dimensional analysis. / Nazaruddin, A. T.; Mohamed, Zainab; Mohd Azizul, L.; Hafez Ahmed, Mohamed Ahmed.

International Conference on Applied Physics and Engineering, ICAPE 2016: Proceedings of the 2nd International Conference on Applied Physics and Engineering. ed. / Madhiyah Yahaya Bermakai; Azmi Mohamed Yusof; Nur Maizatul Azra Mukhtar; Zakaria Hussain; Damanhuri Jamalludin; Ainorkhilah Mahmood; Mohd Zaki Mohd Yusoff; Anas Ibrahim; Mohd Muzafa Jumidali; Mohd Haris Ridzuan Ooi Abdullah; Mohd Noor Mohd Ali. American Institute of Physics Inc., 2017. 030002 (AIP Conference Proceedings; Vol. 1875).

Research output: Chapter in Book/Report/Conference proceedingConference contribution

TY - GEN

T1 - Prediction of axial limit capacity of stone columns using dimensional analysis

AU - Nazaruddin, A. T.

AU - Mohamed, Zainab

AU - Mohd Azizul, L.

AU - Hafez Ahmed, Mohamed Ahmed

PY - 2017/8/8

Y1 - 2017/8/8

N2 - 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.

AB - 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.

UR - http://www.scopus.com/inward/record.url?scp=85031322756&partnerID=8YFLogxK

UR - http://www.scopus.com/inward/citedby.url?scp=85031322756&partnerID=8YFLogxK

U2 - 10.1063/1.4998373

DO - 10.1063/1.4998373

M3 - Conference contribution

T3 - AIP Conference Proceedings

BT - International Conference on Applied Physics and Engineering, ICAPE 2016

A2 - Bermakai, Madhiyah Yahaya

A2 - Yusof, Azmi Mohamed

A2 - Mukhtar, Nur Maizatul Azra

A2 - Hussain, Zakaria

A2 - Jamalludin, Damanhuri

A2 - Mahmood, Ainorkhilah

A2 - Yusoff, Mohd Zaki Mohd

A2 - Ibrahim, Anas

A2 - Jumidali, Mohd Muzafa

A2 - Abdullah, Mohd Haris Ridzuan Ooi

A2 - Ali, Mohd Noor Mohd

PB - American Institute of Physics Inc.

ER -

Nazaruddin AT, Mohamed Z, Mohd Azizul L, Hafez Ahmed MA. Prediction of axial limit capacity of stone columns using dimensional analysis. In Bermakai MY, Yusof AM, Mukhtar NMA, Hussain Z, Jamalludin D, Mahmood A, Yusoff MZM, Ibrahim A, Jumidali MM, Abdullah MHRO, Ali MNM, editors, International Conference on Applied Physics and Engineering, ICAPE 2016: Proceedings of the 2nd International Conference on Applied Physics and Engineering. American Institute of Physics Inc. 2017. 030002. (AIP Conference Proceedings). https://doi.org/10.1063/1.4998373