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USE OF MICROPILES FOR SUBSTITUTION OF DEFECTED PILES: A model for groups of laterally loaded hollow pipe piles in sand was made by Ata, and El-Kilany, (2006). Tests were performed to study the effect of anomalies (defects) on their lateral performance. The geometric arrangement consisted of a group series of 2, 4 and 6
Continue Reading...A model for groups of laterally loaded pipe piles in sand was adopted to study the effect of defects on their lateral performance. The geometric arrangement consisted of group series of 2, 4 and 6 equally spaced piles. Eight node brick elements are used to model the pile and the surrounding soil. It was concluded that the deflection of laterally loaded piles decreases when inserting steel ...
Continue Reading...On the spacing of 2d to 4d, the piles worked in group but they work also differently. It shows that the increase of piles diameter allows both an increase the stiffening and a decrease the horizontal displacements but not systematically induces a decrease of the internal forces. Keywords: Interaction, Soil, Structure, Group of piles, Lateral load, FEM, Plaxis 3D Comportement d’un groupe de ...
Continue Reading...average group response to a lateral load as shown in the subsequent figure. b. Divide the lateral load to be resisted by the pile group by the number of piles in the group to determine the average lateral load resisted per pile. c. Enter load-deflection graph (as follows) with the average load per pile to estimate group deflection using the
Continue Reading...ANALYSIS ON LATERALLY LOADED GROUP PILES BY PLAXIS 3D FOUNDATION Sri Dewi1) and Gouw Tjie-Liong 2) 1)Student, Civil Engineering Department, Bina Nusantara University 2)Lecturer, Civil Engineering Department, Bina Nusantara University ABSTRACT It has been known that a group pile lateral capacity is smaller than the sum of each pile capacity composing
Continue Reading...structures pile groups are used and usually subject to lateral loading. Group interaction effects are very important and impressive in piles behaviour under lateral loading. Computer simulations of finite element modeling allow for in- depth studies into the complex pile–soil–pile interaction under lateral loading in deep foundation ...
Continue Reading...STATIC AND DYNAMIC LATERAL LOADING OF PILE GROUPS SUMMARY Groups of piles, commonly used to support bridge structures, are frequently subjected to lateral loadings during extreme events, such as vessel impacts and earthquakes. There is evidence that during past extreme-event loadings pile-group
Continue Reading...of the piles in groups is often necessary to ensure structural safety. To understand the behavior of group of piles under lateral loading it is very much essential to know the behavior of single pile under lateral loading Hence an effort has been made to study the behavior of single pile under lateral loading by
Continue Reading...moment distribution were developed for each pile of free-head and fixed-head piles group. The piles head condition was found to be an effective parameter on piles behaviour under lateral loading in a group. RÉSUMÉ Lorsque la stabilité du sol n'est pas adapté pour les fondations superficielles, à l'aide de pieux est un bon remplacement.
Continue Reading...Single Piles and Pile Groups under Lateral Loading L YMON C. REESE Nasser l. Al-Rashid Chair Emeritus, Department ofCivil Engineering, University of Texas, Austin, USA WILLIAM F. V AN IMPE Full Professor ofCivil Engineering, Director Laboratory for Soil Mechanics, Ghent University Professar, Catholic University Leuven, Belgium A.A. BALKEMA/ ROTTERDAM / BROOKFIELD/ 2001 . Contents PREFACE XV ...
Continue Reading...between the piles, arrangement of piles, their batter, and direction of load has an important role in the assessment of load deformation behavior of pile groups under lateral loads. When the piles are inclined at an angle to the vertical they are called as batter piles. Batter piles are quite effective for taking lateral load. The usual ...
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