Engineering and Technology Journal

CFD investigation of the erosion severity in 3D flow elbow during crude Oil contaminated sand transportation

M.A. Al-Baghdadi; K. K. Resan; M. Al-Waily

Volume 35, 9A , September 2017, , Page 930-935

https://doi.org/10.30684/etj.35.9A.10

Abstract

During upstream petroleum production operations, crude oil and sand eroded from formation zones are often transported as a mixture through pipes up to the well heads and between well ... Read More ...

Dynamic Finite Element Analysis of Sandy Soil-Pipe System Reinforced by Geogrid

N.H. Jajjawi

Volume 35, 4A , April 2017, , Page 421-430

https://doi.org/10.30684/etj.35.4A.15

Abstract

The stability of tunnels and other underground structures under the influence of dynamic load is one of the important issues that should be studied carefully. The objective of the present ... Read More ...

Experimental and Numerical Analysis of Piled Raft Foundation Embedded within Partially Saturated Soil

M.R. Mahmood; S.F.A. Al-Wakel; A.A. Hani

Volume 35, 2A , February 2017, , Page 97-105

https://doi.org/10.30684/etj.35.2A.1

Abstract

This paper presents an experimental and numerical study to investigate the load carrying capacity of piled raft foundation embedded within partially saturated sandy soil. The effect ... Read More ... This paper presents an experimental and numerical study to investigate the load carrying capacity of piled raft foundation embedded within partially saturated sandy soil. The effect of matric suction on the bearing capacity of the foundation system was investigated. The experimental work consists of two models of foundation, circular raft foundation and circular piled raft foundation. The circular raft foundation has dimensions of 10cm in diameter, and 2.5cm thickness, while the piled raft foundation has the same dimensions of the circular raft model but with a single pile of 2.0cm in diameter and 40.0cm in length fixed at the center of the raft. Both models are loaded and tested under both fully saturated condition and unsaturated conditions, which are achieved by, predetermined lowering of water table. The lowering of water table below the soil surface was achieved in to two different depths to get different values of matric suction and the relationship between matric suction and depth of ground water table was measured in suction profile set by using three Tensiometers (IRROMETER). The soil water characteristic curve (SWCC) estimated by applying fitting methods through the software (SoilVision). A validation process then was carried out for the case of circular piled raft foundation with lowering the water table 45cm bellow soil surface in the aid of a sufficient finite element computer program ABAQUS 6.12. An eight-node axisymmetric quadrilateral element CAX8RP and CAX8R were used to simulate the soil continuum and piled raft respectively. The interaction method used to simulate the intersect surfaces of the system (pile-raft-soil) is a surface-to-surface discretization method under the concept of master and slave theory. The behavior of piled raft material is simulated by using a linear elastic model while the behavior of soil is simulated by an elasto-plastic model by the use of the Mohr-Coulomb failure criterion. The results of the experimental work demonstrate that the matric suction has a significant role on the bearing capacity of all tested models. It shows that the ultimate bearing capacity of circular raft foundation under a partially saturated condition is increases by about (7.0-8.0) times than the ultimate bearing capacity of fully saturated condition when lowering the water table 45 cm below the soil surface. While the ultimate bearing of circular piled raft foundation under partially saturated condition increases by about (8.0-9.0) times than the ultimate bearing capacity of fully saturated condition when lowering the water table 45 cm below the soil surface. The results of the ultimate bearing capacity of piled raft foundation that obtained from the experimental model and from the numerical modelling for the same soil condition and same matric suction indicate that a successful validation is achieved for the simulation process.

Proportioning of Foamed Concrete Reinforced with Carbon Fibers

Eethar Tihanon Dawood; Waleed Abdulrazzaq Abbas; Yahya Ziad Mohammad

Volume 34, 15A , December 2016, , Page 2864-2876

https://doi.org/10.30684/etj.34.15A.8

Abstract

This paper shows the production of foamed concrete reinforced with carbon fibers. Firstly, different mortar mixes were prepared by varying ratio of sand/cement. Continuously, the selected ... Read More ...

Modelling The Behaviour Of Sand Under Strain-Controlled Loading BY The Finite Element Method

Omar al-Farouk S. al-Damluji; Mohammed Yousif Fattah

Volume 26, Issue 2 , February 2008, , Page 202-227

https://doi.org/10.30684/etj.26.2.9

Abstract

Strain-controlled tests are conventional in soil mechanics laboratories. It isintended in this paper to simulate both triaxial and simple shear teststheoretically by using the finite ... Read More ...

Keywords = Sand

CFD investigation of the erosion severity in 3D flow elbow during crude Oil contaminated sand transportation

Abstract

Dynamic Finite Element Analysis of Sandy Soil-Pipe System Reinforced by Geogrid

Abstract

Experimental and Numerical Analysis of Piled Raft Foundation Embedded within Partially Saturated Soil

Abstract

Proportioning of Foamed Concrete Reinforced with Carbon Fibers

Abstract

Modelling The Behaviour Of Sand Under Strain-Controlled Loading BY The Finite Element Method

Abstract