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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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Lateral load distributions on grouped piles from dynamic pile‐to‐pile interaction factors
TL;DR: In this paper, the load distributions of the grouped piles under lateral loads acting from one side of the pile cap were approximately modeled using the elasticity equations with the assumptions that the underground structure is rigid enough to sustain the loads, and only small deformations of the soils are yielded.
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Compaction Induced Yield Stress
TL;DR: In this paper, a detailed discussion of various factors contributing to the induced yield stress as a consequence of compaction is done, and the results of the present experimental study indicate that the values of induced yield stressed increase from dry side of optimum to optimum compacted state.
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Steady-state response of flexible combined pile-raft foundation under dynamic loading
TL;DR: In this article, a closed-form solution of flexible combined pile-raft foundation (CPRF) resting on an elastic medium under dynamic loading is proposed, and two simultaneous analyses are performed for piles and raft and displacement compatibility is satisfied at the junction of the components.
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Cyclic axial performance of helical-tapered piles in sand
Adel Ramzy Fahmy,M. H. El Naggar +1 more
TL;DR: In this article, the cyclic performance of a novel piling system is presented, which combines the durability of rough surface spun-cast ductile iron, the efficiency of tapered section and the construction advantages of helical piles.
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Fundamental results concerning the settlement of a rigid foundation on an elastic medium due to an adjacent surface load
TL;DR: In this article, the authors examined the interaction between a rigid circular foundation resting in smooth contact with an isotropic elastic halfspace and a concentrated surface load which acts at a finite distance from the foundation.