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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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Seismic Evaluation of Reinforced Concrete Piers in Low to Moderate Seismic Regions
TL;DR: In this article, the authors evaluate the amount and spacing of transverse reinforcement, development length, and splice length of seven Pennsylvania bridges based on seismic provisions for seven bridges and present a case study of one of the bridges selected based on finite element analysis and ductility estimation.
Journal ArticleDOI
Near-surface foundation level assessment from seismic measurements: a case study of north Jeddah City, Saudi Arabia
TL;DR: In this paper, the elastic coefficients such as Young's modulus, bulk modulus and shear modulus have been assessed based on the estimated seismic wave velocities for near-surface sediments.
Dissertation
Mechanical performance and sustainability assessment of reinforced soil walls
TL;DR: In this article, the authors present a set of parametros that tienen una major influence in the interaccion suelo-refuerzo, i.e., the tension desarrollada in the capas de refuerzo del suelo.
Modélisation numérique de la distribution de la poussée latérale des terres en excavations profondes étançonnées
TL;DR: In this article, the effect of soil parameters and the arrangement and the properties of the retaining system on the distribution of lateral pressure on propped deep excavations was studied. But the results of numerical modeling are generally comparable to those obtained with classical design approaches using the apparent pressure diagrams that were developed by Peck (1969) and Tschebotarioff (1973).
Comparison of limit states design with working stress design for shallow foundations
TL;DR: This study compares working stress design with limit states design (LSD) methods particular to bridge abutments to indicate that the structure having been designed using WSD may be too reliable and overly safe in terms of the draft CHBDC.