Analysis of pile group
In the present study, an analysis is presented for pile group embedded in homogenous soil mass. Pile and pile cap are modeled using beam element and plate element. The soil displacements are obtained using Mindlin's equation. The solution is obtained by imposing compatibility between displaceme...
Saved in:
Main Author: | |
---|---|
Format: | E-LPTA |
Language: | English English |
Published: |
Universiti Malaysia Sarawak (UNIMAS)
2005
|
Subjects: | |
Online Access: | http://ir.unimas.my/id/eprint/23651/1/Analysis%20of%20pile%20group%20%2824%20pgs%29.pdf http://ir.unimas.my/id/eprint/23651/2/Analysis%20of%20pile%20group%20%28fulltext%29.pdf http://ir.unimas.my/id/eprint/23651/ |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
id |
my.unimas.ir.23651 |
---|---|
record_format |
eprints |
spelling |
my.unimas.ir.236512019-02-22T02:56:25Z http://ir.unimas.my/id/eprint/23651/ Analysis of pile group Mensan, Anak Gandai. TA Engineering (General). Civil engineering (General) In the present study, an analysis is presented for pile group embedded in homogenous soil mass. Pile and pile cap are modeled using beam element and plate element. The soil displacements are obtained using Mindlin's equation. The solution is obtained by imposing compatibility between displacements of pile an adjacent soil. A parametric study is carried out study the effect of pile spacing and a number of pile groups. Result indicated that the settlement of pile decreases with increase in pile spacing and number of pile in piles group. Effect of the pile cap thickness show that the settlement of the pile was increased with increase the cap thickness and it decreases with increase in the soil modulus. The result also shows that the settlement of pile increases with increasing the pile length. Universiti Malaysia Sarawak (UNIMAS) 2005 E-LPTA NonPeerReviewed text en http://ir.unimas.my/id/eprint/23651/1/Analysis%20of%20pile%20group%20%2824%20pgs%29.pdf text en http://ir.unimas.my/id/eprint/23651/2/Analysis%20of%20pile%20group%20%28fulltext%29.pdf Mensan, Anak Gandai. (2005) Analysis of pile group. [E-LPTA] (Unpublished) |
institution |
Universiti Malaysia Sarawak |
building |
Centre for Academic Information Services (CAIS) |
collection |
Institutional Repository |
continent |
Asia |
country |
Malaysia |
content_provider |
Universiti Malaysia Sarawak |
content_source |
UNIMAS Institutional Repository |
url_provider |
http://ir.unimas.my/ |
language |
English English |
topic |
TA Engineering (General). Civil engineering (General) |
spellingShingle |
TA Engineering (General). Civil engineering (General) Mensan, Anak Gandai. Analysis of pile group |
description |
In the present study, an analysis is presented for pile group embedded in homogenous soil mass. Pile and pile cap are modeled using beam element and plate element. The soil displacements are obtained using Mindlin's equation. The solution is obtained by imposing compatibility between displacements of pile an adjacent soil. A parametric study is carried out study the effect of pile spacing and a number of pile groups. Result indicated that the settlement of pile decreases with increase in pile spacing and number of pile in piles group. Effect of the pile cap thickness show that the settlement of the pile was increased with increase the cap thickness and it decreases with increase in the soil modulus. The result also shows that the settlement of pile increases with increasing the pile length. |
format |
E-LPTA |
author |
Mensan, Anak Gandai. |
author_facet |
Mensan, Anak Gandai. |
author_sort |
Mensan, Anak Gandai. |
title |
Analysis of pile group |
title_short |
Analysis of pile group |
title_full |
Analysis of pile group |
title_fullStr |
Analysis of pile group |
title_full_unstemmed |
Analysis of pile group |
title_sort |
analysis of pile group |
publisher |
Universiti Malaysia Sarawak (UNIMAS) |
publishDate |
2005 |
url |
http://ir.unimas.my/id/eprint/23651/1/Analysis%20of%20pile%20group%20%2824%20pgs%29.pdf http://ir.unimas.my/id/eprint/23651/2/Analysis%20of%20pile%20group%20%28fulltext%29.pdf http://ir.unimas.my/id/eprint/23651/ |
_version_ |
1644514104961925120 |
score |
13.154949 |