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Foundation analysis and design
TLDR
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
Citations
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LRFD of shallow foundations at the service limit state
Lance A. Roberts,Anil Misra +1 more
TL;DR: In this paper, the authors developed a method for the calibration of resistance factors for load and resistance factor design (LRFD) of shallow foundations at the service limit state, where the bearing soil strength and stiffness parameters were assumed to be random variables.
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Finite element analysis of plates on elastic foundations: an automated approach
TL;DR: In this article, an automated approach for the analysis of plates on an elastic foundation is presented, which combines automatic mesh generation with nonlinear analysis to analyse plates of arbitrary shape on a fixed elastic foundation subject to uplift.
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Strut reaction forces on a diaphragm wall: Comparison of numerical models, traditional methods and field measurements
TL;DR: In this paper, the structural elements and geotechnical characterization of a strutted diaphragm wall with struts on three levels, built in the region of Valparaiso, Chile, are studied in order to obtain the strut reaction forces by using theoretical and numerical models.
Deep Excavations in Urban Environments: A Review of Recent Developments
TL;DR: In this paper, the authors summarized developments in recent years that pertain to deep excavations in urban environments and mathematical methods to best avoid failures, including the ultimate limit state (basal-heave and piping failure), and serviceability limit states (ground surface settlement and lateral wall defection).
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An earth pressure coefficient based on the geomechanical and geometric parameters of backfill in a mine stope
TL;DR: In this article, the accuracy of the analytical Marston method for predicting horizontal earth pressure would be improved by using K values that are determined as a function of backfill geotechnical parameters and also excavation geometry.