header
Local cover image
Local cover image
Image from OpenLibrary

Response of pile group subjected to vertical and lateral loading-three dimensional numerical study / Amira Fouad Ismail Mohamed ; Supervised Metwally Abdelaziz Ahmed , Ahmed Fathy Zidan

By: Contributor(s): Material type: TextTextLanguage: English Publication details: Cairo : Amira Fouad Ismail Mohamed , 2018Description: 69 P. : facsimiles ; 30cmOther title:
  • التحليل العددى لرد فعل مجموعة من الخوازيق تحت تأثير الأحمال الجانبية و الرأسية [Added title page title]
Subject(s): Online resources: Available additional physical forms:
  • Issued also as CD
Dissertation note: Thesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering Summary: The pileــsoil interaction is sophisticated problem when it solved in a coupled analysis (single analysis). So, the traditional methods for analysis of piles depend on sub-grade reaction between soil and pile do not account the combination between the vertical and lateral loads. Therefore, based on FEM, the computer program PLAXIS 3D Foundation was used to undertake numerical studies on the behavior of single pile and Pile group. The influence of pile group size, pile length, load eccentricity and soil type on the lateral response of piles and pile group as well as group efficiency had been studied. Furthermore, relied on the numerical analysis the relation between soil reaction and soil displacement (p-y curves) was also presented in this study for six types of soil
Tags from this library: No tags from this library for this title. Log in to add tags.
Star ratings
    Average rating: 0.0 (0 votes)
Holdings
Item type Current library Home library Call number Copy number Status Barcode
Thesis Thesis قاعة الرسائل الجامعية - الدور الاول المكتبة المركزبة الجديدة - جامعة القاهرة Cai01.13.05.M.Sc.2018.Am.R (Browse shelf(Opens below)) Not for loan 01010110076670000
CD - Rom CD - Rom مخـــزن الرســائل الجـــامعية - البدروم المكتبة المركزبة الجديدة - جامعة القاهرة Cai01.13.05.M.Sc.2018.Am.R (Browse shelf(Opens below)) 76670.CD Not for loan 01020110076670000

Thesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering

The pileــsoil interaction is sophisticated problem when it solved in a coupled analysis (single analysis). So, the traditional methods for analysis of piles depend on sub-grade reaction between soil and pile do not account the combination between the vertical and lateral loads. Therefore, based on FEM, the computer program PLAXIS 3D Foundation was used to undertake numerical studies on the behavior of single pile and Pile group. The influence of pile group size, pile length, load eccentricity and soil type on the lateral response of piles and pile group as well as group efficiency had been studied. Furthermore, relied on the numerical analysis the relation between soil reaction and soil displacement (p-y curves) was also presented in this study for six types of soil

Issued also as CD

There are no comments on this title.

to post a comment.

Click on an image to view it in the image viewer

Local cover image