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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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Proceedings ArticleDOI
Results of Consolidated Drained Triaxial Tests on Granitic Residual Soil
TL;DR: In this article, the authors investigated the shear strength of Piedmont residual soil using Shelby tubes from a single boring at 1.5 m increments to a depth of 16.8 m at a research site located in Charlotte, NC.
Iterative procedure for analysis and design of raft foundations
TL;DR: In this article, a procedure of modelling the interaction of soil and structure is outlined and validated for structural analysis and design of complex raft foundations, where the predictions are compared with precise levelling records of short-term actual settlement taken during various stages of construction.
Journal ArticleDOI
Analysis of damage to structures as a result of soil suffusion
J. Ślusarek,M. Łupieżowiec +1 more
TL;DR: In this article, the authors investigated the impact of uncontrolled soil moisture on the characteristics of soil ground and, consequently, on the entire building structure and demonstrated that the estimated values of soil subsidence can provide explanation of wall scratches and cracks observed in the analyzed buildings.
Journal ArticleDOI
Optimum planar reinforcement parameters for enhancing the load carrying capacity of strip foundations on reinforced sandy soils
TL;DR: In this article, a finite element approach is employed to assess the increased bearing capacity of the reinforced sand bed and the results of the finite element analysis are validated with those available in the published literature.
Journal ArticleDOI
Parametric Study on Analysis and Design of Permanently Anchored Secant Pile Wall for Earth Quake Loading
TL;DR: In this paper, a 3D finite element simulation of the anchored secant pile wall for earthquake loading was carried out considering earth pressure, plastic analysis, and soil deformation, and the analysis indicated that the deeper the foundation, the larger the deformation.