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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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Journal Article
Consistent fem-vlasov model for plates on layered soil. technical note
Cvg Vallabhan,Ayse T. Daloglu +1 more
TL;DR: Using rectangular elements, a consistent finite-element Vlasov model was developed to analyze plates resting on a layered soil medium as discussed by the authors, and the disadvantages of use of the classical Winkler model--those yielding nonconservative values of bending moment and shear forces were brought out in the note.
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Estimation of Length Limits for Integral Bridges Built on Clay
Murat Dicleli,Suhail M. Albhaisi +1 more
TL;DR: In this article, the maximum length limits for integral bridges built on clay are determined as a function of the ability of steel H-piles supporting the abutments to sustain thermal-induced cyclic displacements and the flexural capacity of an abutment.
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Effective installation of micropiles to enhance bearing capacity of micropiled raft
TL;DR: In this article, the authors investigated the support characteristics of a micropiled raft through model tests and a numerical analysis, and found that the micropiles modify the failure behavior of the ground considerably and that the bearing resistance can be enhanced by considering the appropriate failure mode, installation angle, and pile length.
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Pipe–soil interaction for segmented buried pipelines subjected to dip faults
TL;DR: In this article, the authors investigated pipe-soil interaction equations suggested by currently used pipeline seismic design codes and the applicability of these equations to segmented pipelines and compared the results obtained in full-scale experiments on a segmented ductile iron pipeline 93'mm in diameter and 15'm in length.
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Elastic settlement of ring foundations
TL;DR: In this paper, a closed-form solution for calculating elastic settlement of ring foundations is proposed, based on displacement influence factors, which are commonly used in the domain of elasticity theory.