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Foundation analysis and design
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In this paper, Fondation de soutenagement et al. presented a reference record for Dimensionnement Reference Record created on 2004-09-07, modified on 2016-08-08.Abstract:
Keywords: Fondation ; Mur de soutenement ; Pieux ; Capacite portante ; Ancrage ; Dimensionnement Reference Record created on 2004-09-07, modified on 2016-08-08read more
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Yapay arı koloni algoritması kullanılarak betonarme istinat duvarlarının optimum maliyet tasarımını etkileyen parametrelerin incelenmesi
Uğur Dağdeviren,Burak Kaymak +1 more
TL;DR: Ayrica, calisma sonucunda, saglam temel zemini kosullarindaki betonarme istinat duvarlarinda, duvar onundeki pasif direncin duvar maliyeti uzerinde etkisinin olmadigi anlasilmistir as mentioned in this paper.
Settlement analysis of piled raft by finite element analysis
TL;DR: In this paper, a solved example is taken for the software assessment and study of different parameters like size of the raft, thickness, diameter of the piles, length of piles which affect the behavior of piled raft foundation is carried out by using Finite Element Software Ansys.
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Minimization of Operational and Seepage Losses in Agricultural Water Distribution Systems Using the Ant Colony Optimization
TL;DR: In this paper, the authors proposed an Ant Colony Optimization (ACO) method to simultaneously minimize operational and seepage losses in agricultural water distribution systems, relying on the ACO.
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Physical Modeling of Landslide Stabilization Methods in an Overconsolidated Clay
TL;DR: In this article, the authors describe some of the main results of physical modeling tests performed on retaining structures in overconsolidated clay soil and present details of the performed tests, the procedures that were adopted and an analysis of the gathered results according to empirically-based and pressure-based design methods.
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Inertial interaction effects on deck isolated bridges
B.A. Olmos,J. M. Roesset +1 more
TL;DR: In this paper, the influence of a flexible foundation on the nonlinear dynamic response of a group of representative deck isolated bridges (24 cases) located on two different soil types was investigated with full 3D models.