Three-dimensional analysis for piled raft machine foundation embedded in sand
Three-dimensional analysis for the dynamic response of a piled raft foundation subjected to vertical vibration is presented in this study. The analysis considers several factors affecting the amplitude of displacement for deep foundation such as pile cap embedment, pile cap thickness, relative densi...
Main Authors: | Mahmood Mahmood, Al-Wakel Saad, Abdulwahhab Ihab |
---|---|
Format: | Article |
Language: | English |
Published: |
EDP Sciences
2018-01-01
|
Series: | MATEC Web of Conferences |
Online Access: | https://doi.org/10.1051/matecconf/201816201023 |
Similar Items
-
THREE-DIMENSIONAL ANALYSIS FOR THE EFFECT OF PILES GEOMETRY AND ARRANGEMENT ON THE DYNAMIC RESPONSE OF PILED RAFT FOUNDATION
by: Mahmood Rashid Al-Qayssi, et al.
Published: (2018-09-01) -
Experimental and Numerical Analysis of Piled Raft Foundation Embedded within Partially Saturated Soil
by: M.R. Mahmood, et al.
Published: (2017-02-01) -
EXPERIMENTAL STUDY OF MODEL PILED RAFT FOUNDATION EMBEDDED WITHIN PARTIALLY SATURATED COHESIONLESS SOILS
by: Mahmood Rashid Al-Qayssi, et al.
Published: (2018-05-01) -
Experimental Analysis of the Behaviour of Piled Raft Foundations in Loose Sand
by: Nemanja Bralović, et al.
Published: (2022-12-01) -
Evaluation of Sand Constitutive Models for Analysis of Piled Raft Foundation
by: Hassan O. Abbase
Published: (2018-03-01)