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Analysis of raked pile using spun pile

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Bibliographic Details
Main Author: Muhammad Harzarul Afiq, Johar
Other Authors: Mohamad Faiz Mohd Zaki
Format: Learning Object
Language:English
Published: Universiti Malaysia Perlis (UniMAP) 2015
Subjects:
Raked pile
Pile foundation
Pile cap
Piles
Online Access:http://dspace.unimap.edu.my:80/xmlui/handle/123456789/40650
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spelling my.unimap-406502015-12-11T07:59:52Z Analysis of raked pile using spun pile Muhammad Harzarul Afiq, Johar Mohamad Faiz Mohd Zaki Raked pile Pile foundation Pile cap Piles Access is limited to UniMAP community. Pile foundation is the part of the structure used to carry and transfer the load of the structure to the bearing ground located at some depth under the ground surface. Main components of the foundation are the piles and the pile cap. Piles are long and slender members which transfer the load to the bottom of soil or rock of high bearing capacity avoiding shallow soil of low bearing capacity. The main types of materials used for piles are steel, wood and also concrete. Piles made from these materials are drilled, driven or jacked into the ground and connected to pile caps. Depending type of soil, pile material and also load transmitting characteristic piles are classified accordingly.The main purpose of this analysis is to know how raked pile resist toward load compare using pile group only how it resist is depend on inclination of pile. The objectives of this project are to study and identify settlement value of pile cap at two different point with variable length of pile (18m , 25m , 30m) on two type of soil (clay and sand) , to identify maximum displacement for each pile (left and right) with variable length of pile (18m , 25m , 30m) on two type of soil (clay and sand) and to study and identify relation between pile diameter value toward settlement value at one point on different type of soil (clay and sand).In this project three length of pile(18m , 25m , 30m) was been choose as variable constant. For each length there are two soil conditions (clay and sand) was compare. Six inclination value (0° ,10° ,15° ,20° ,25° , 30° of ) has been choose to find the most optimum value at the end of analysis. The design is based on 4 storey building using Finite Element Method (FEM). This analysis is to evaluate how pile group only and raked pile resist with load from vertical and lateral loads. 2015-12-11T07:59:51Z 2015-12-11T07:59:51Z 2014-06 Learning Object http://dspace.unimap.edu.my:80/xmlui/handle/123456789/40650 en Universiti Malaysia Perlis (UniMAP) School of Environmental Engineering
institution Universiti Malaysia Perlis
building UniMAP Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Malaysia Perlis
content_source UniMAP Library Digital Repository
url_provider http://dspace.unimap.edu.my/
language English
topic Raked pile
Pile foundation
Pile cap
Piles
spellingShingle Raked pile
Pile foundation
Pile cap
Piles
Muhammad Harzarul Afiq, Johar
Analysis of raked pile using spun pile
description Access is limited to UniMAP community.
author2 Mohamad Faiz Mohd Zaki
author_facet Mohamad Faiz Mohd Zaki
Muhammad Harzarul Afiq, Johar
format Learning Object
author Muhammad Harzarul Afiq, Johar
author_sort Muhammad Harzarul Afiq, Johar
title Analysis of raked pile using spun pile
title_short Analysis of raked pile using spun pile
title_full Analysis of raked pile using spun pile
title_fullStr Analysis of raked pile using spun pile
title_full_unstemmed Analysis of raked pile using spun pile
title_sort analysis of raked pile using spun pile
publisher Universiti Malaysia Perlis (UniMAP)
publishDate 2015
url http://dspace.unimap.edu.my:80/xmlui/handle/123456789/40650
_version_ 1643799437142654976
score 13.214268

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