Number of Articles: 15
Space and Place Difference
Volume 24, Issue 9 , October 2005, Page 359-379
Abstract
The subject of space and place difference represents one of the indicators, that reflect the circulated and generated rules of architecture in different places, because treatment of ... Read More ...
The Effect of some Natural Admixtures on the setting Time of Iraqi Plaster of Parts
Volume 24, Issue 9 , October 2005, Page 380-394
Abstract
The effect of using some kinds of natural admixtures on the setting time of one type of Iraqi gypsum has been studied by using lime stone, calcium carbonate, hydrated lime, white kaolinite ... Read More ...
Effect of Seepage Below Hydraulic Structures on The Scouring
Volume 24, Issue 9 , October 2005, Page 1142-1150
Abstract
This paper describes the results of experimental investigation on flow behavior below hydraulic structures on pervious soil layers. The pressure acting on the bottom of the structure ... Read More ...
Field Measurement of Swelling Pressure
Volume 24, Issue 9 , October 2005, Page 1151-1156
Abstract
The aim of this work is to evaluate and assess the swelling pressure of soils in the field using a new portable, low cost device, which was released through the task accomplished here. ... Read More ...
Trajectory Models of Deep Bed Filtration
Volume 24, Issue 9 , October 2005, Page 1157-1177
Abstract
In this research an analysis and evaluation is made to five of the trajectory models. These five models were chosen among the others because they represent the new approach in modeling ... Read More ...
Influence of High-Strength Concrete on Punching Shear in Slabs
Volume 24, Issue 9 , October 2005, Page 1178-1187
Abstract
This work studles punching shear resistance of slabs with normal strength concrete (NSC) and high strength concrete (HSC), with emphasis on HSC. Test results of (47) reinforced concrete ... Read More ...
Alkylbenzene Sulphonate as Additive in Asphalt Paving Mixtures
Volume 24, Issue 9 , October 2005, Page 1188-1198
Abstract
Engineering properties, including Marshall stability, indirect tensile strength, and tensile stiffness modulus have been carried out on alkylbenzene Sulphonate- modified asphalt paving ... Read More ...
Shear Strength of Reinforced Concrete T-Beams
Volume 24, Issue 9 , October 2005, Page 1199-1207
Abstract
This work aims at studying the behavior of concrete T-beams in shear, and comparing this work with existing codes. Forty two T-beams, obtained from the literature, have been studied ... Read More ...
Interaction Diagrams For Reinforced Concrete Octagonal Columns
Volume 24, Issue 9 , October 2005, Page 1208-1214
Abstract
Eight design charts are presented for reinforced concrete octagonal columns subjected to axial compressive load plus uniaxial bending. For design these charts can be used for determining ... Read More ...
Interaction Diagrams for Reinforced Concrete T-Columns
Volume 24, Issue 9 , October 2005, Page 1215-1225
Abstract
The present investigation gives a comprehensive theoretical study for the analysis of reinforced concrete T-columns under the simultaneous action of axial compressive load and uniaxial ... Read More ...
Stiffness Matrix for Haunched Members With Including Effect of Transverse Shear Deformation
Volume 24, Issue 9 , October 2005, Page 1226-1236
Abstract
This study includes the derivation of the stiffness matrix for a haunched member using the simple bending theory. The derived stiffness matrix covers most possible geometric shapes ... Read More ...
Dynamic Analysis of Isolated Machine Foundation by Finite Element Method
Volume 24, Issue 9 , October 2005, Page 1237-1250
Abstract
In this work, the study is made upon the dynamic behaviour of isolated foundations supporting vibrating machinery considering the effect of soil- structure interaction. The finite element ... Read More ...
Analysis of Beams on Non-Linear Elastic Winkler Foundation
Volume 24, Issue 9 , October 2005, Page 1251-1261
Abstract
This paper deals with thin beams resting on non-linear Winkler foundations by using the secant modulus approach to specify the modulus of subgrade reaction. The finite differences method ... Read More ...
Parametric Study on the Effect of the Fiber Reinforced Polymer(FRP) Pad on the Stress Intensity Factor of A Cracked Pipe
Volume 24, Issue 9 , October 2005, Page 1262-1277
Abstract
In this paper the effect of using FRP bonded pad to reinforce damaged pipes subjected to internal pressure is investigated. Outer Longitudinal edge crack was simulated by using standard ... Read More ...
Shear Capacity of Rc Beams With Web Reinforcement- A New Approach
Volume 24, Issue 9 , October 2005, Page 1278-1290