Keywords = Finite elements
Number of Articles: 21
The Role of Granular Cushion in Load Sharing of Unconnected Piled Rafts in Clayey Soils
Volume 39, Issue 12 , December 2021, , Page 1789-1796
Abstract
Over the past few decades, interest has grown about the role of the piled raft structure in soils. A structural fill cushion separates the piles from the raft in the form of an ... Read More ...
The Influence of Recycled Crushing Strength of RC Beams under Repeated Loading
Volume 37, 1C , April 2019, , Page 93-100
Abstract
This paper describes a study of the effect of crashed (recycle) concrete on reinforced concrete beams. Three-dimensionally nonlinear finite elements analysis has been used conducted ... Read More ...
Behavior of Khassa Chai Earth Dam under Earthquake Excitation
Volume 34, 15A , December 2016, , Page 2784-2795
Abstract
An earth dam is built of suitable available soils obtained from borrow areas or required excavation which are then distributed and compacted in layers using mechanical means. Earth ... Read More ...
Finite Element Simulation of Machine Foundation Resting on Soil
Volume 33, 5A , June 2015, , Page 1272-1283
Abstract
The paper deals with behavior of machine foundation on elastic foundation. The finite elements approach through ANSYS (version 11) computer software is used for simulation of the dynamic ... Read More ...
Numerical Analysis of Machine Foundation Resting Saturated Sandy Soil
Volume 32, Issue 10 , October 2014, , Page 2429-2453
Abstract
The behavior of machine foundation on saturated porous medium can be considered as a complicated geotechnical problem due to nature of dynamic loads and plasticity of soil which make ... Read More ...
Stress Analysis Around Tunnels During Construction Stages Using Finite Elements Method
Volume 32, Issue 6 , July 2014, , Page 1562-1579
Abstract
In this study, the stresses around a tunnel during construction stages are discussed. For this purpose, the finite element method (FEM) was adopted as an effective approach to analyze ... Read More ...
Behavior of Plate on Elastic Foundation under Impact Load
Volume 32, Issue 4 , May 2014, , Page 1007-1027
Abstract
In this study, nonlinear three-dimensional finite element analysis has been used to conduct a numerical investigation of the effect of applied impact load on the foundation based on ... Read More ...
Finite Element Analysis of Machine Foundation Resting on End Bearing Piles
Volume 32, 1A , January 2014, , Page 132-153
Abstract
Dynamic effects of the machines play a major role in sizing of the foundation where conditions, like resonance is avoided by varying the stiffness and the mass of the structure which ... Read More ...
Simulation of Behavior of Plate on Elastic Foundation under Impact Load by the Finite Element Method
Volume 31, Issue 19 , November 2013, , Page 44-58
Abstract
Transient response and vibrations of an elastic plate resting on sandy soil are presented. Plates are commonly used structural elements and are subjected to wide variety of static and ... Read More ...
Experimental Investigation of Composite Steel-Concrete Arches
Volume 31, Issue 13 , August 2013, , Page 2393-2414
Abstract
This research is concerned with behavior of composite steel-concrete arches under static load. For this purpose, eight models of composite steel-concrete arches are fabricated as test ... Read More ...
Simulation of Deep Excavation in Sand by Finite Element Using Hardening Soil Model (HSM)
Volume 29, Issue 15 , November 2011, , Page 3079-3096
Abstract
Deep excavation is very important problem in geotechnical engineering and use in construction of tunnel and underground structure. This paper study the deep excavation using Plaxis ... Read More ...
Dynamic Analysis of Foundations on Saturated Clay Using an Energy Absorbing Layer
Volume 29, Issue 11 , August 2011, , Page 2189-2201
Abstract
In this study, a method to model the semi-infinite extension (unbounded domain) of the saturated soil is developed. In this method, the unbounded domain is replaced by an absorbing ... Read More ...
Investigation of the Behavior for Reinforced Concrete Beam Using Non-Linear Three-Dimensional Finite Elements Model
Volume 29, Issue 10 , July 2011, , Page 1870-1885
Abstract
This study presents theoretical investigation that reinforced concrete and composite construction might be suitably combined to give a new structural material: composite reinforced ... Read More ...
Development of Three - Layer Composite Steel - Concrete - Steel Beam Element with Applications
Volume 28, Issue 24 , December 2010, , Page 6970-6985
Abstract
In this study, a general linear one-dimensional finite element beam model is developed for the analysis of the three layer composite steel- concrete- steel beams which are a special ... Read More ...
Analysis of the Performance of Flexible Pavement under the Effect of Wheel and Thermal Loads
Volume 28, Issue 18 , September 2010, , Page 5782-5802
Abstract
One of the major sources of distress in roads is the cracks that appear in flexible asphalt pavements. Combined wheel and thermal load induced cracking in the form of bottom-up and ... Read More ...
Consolidation Characteristics of Unsaturated Soil
Volume 27, Issue 10 , July 2009, , Page 2027-2046
Abstract
The most common three-phase problem in porous media is the flow of air and water. This is for example found in the unsaturated zone, where water infiltrates through partly saturated ... Read More ...
Dynamic Analysis of Al-Adhaim Zoned Earthdam
Volume 27, Issue 8 , June 2009, , Page 1582-1610
Abstract
Among external forces, the dam is subjected to earthquakes which are naturally orartificially occurring and resulting in time-varying deflections, excess pore water pressureand liquefaction ... Read More ...
Numerical Study of Forced Convection in Wavy and Diverged-Converged Ducts
Volume 27, Issue 7 , May 2009, , Page 1385-1403
Abstract
A three-dimensional study of developing fluid flow and heat transfer throughwavy and diverged-converged ducts were studied numerically for a Prandlt number 0.7and 5.85 and compared ... Read More ...
Behaviour of Encased Floating Stone Columns
Volume 27, Issue 7 , May 2009, , Page 1404-1421
Abstract
In this paper, the finite element method is utilized as a tool for carrying out differentanalyses of stone column–soil systems under different conditions. A trial is made toimprove ... Read More ...
Effect Of Soil Consistency On Flow Characteristics Of Acids Through Cohesive Soils
Volume 26, Issue 10 , October 2008, , Page 1185-1200
Abstract
The consistency of cohesive soil depends to a large extent on the structure of soil particleswhich may be arranged in two systems; dispersed or flocculated. The presence of salts oracids ... Read More ...
Modelling The Behaviour Of Sand Under Strain-Controlled Loading BY The Finite Element Method
Volume 26, Issue 2 , February 2008, , Page 202-227