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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
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Journal ArticleDOI
On the characteristics of optimum beams with optimum length surrounded by a Winkler’s medium
TL;DR: In this article, an analytical approach is used to optimize a beam surrounded by a Winkler's medium and laterally loaded by a force at the top, where the optimization regards both the distribution of the mass along the beam and the beam length in order to minimize the top displacement.
Journal ArticleDOI
Structural Behavior of Tall Building Raft Foundations in Earthquake Zones
TL;DR: In this article, the behavior of reinforced concrete raft foundations for multi-story buildings is studied and a reliability assessment tool for multistage building raft foundations subjected to earthquake loading is developed.
Book ChapterDOI
Comparative Analysis of the Behavior of a Piled Raft and Corresponding Pile Groups
TL;DR: In this article, the authors compared the behavior between a piled raft and a group of piles and found that the interaction between a raft-pile and pile-soil increases the stress state in the soil confined between the piles in the upper soil strata levels and improves the shaft resistance in these more superficial horizons.
Journal ArticleDOI
Bearing behavior and failure mechanism of a shallow foundation located on/behind the crest of a poorly cemented artificial sandstone
TL;DR: In this paper, the authors studied the bearing behavior and failure mechanism of the geo-material under a footing foundation under such conditions, and they found that the bearing capacity of such foundations may be reduced because of the influence of the slope.
Journal ArticleDOI
Resistance Increasing Factor of Connected-pile Foundation for Transmission Tower in Clay
TL;DR: In this paper, the authors performed lateral load tests of connected-pile foundations for transmission tower and found the resistance increasing factors for connectedpile foundation in silty clay, and the tests were performed in various conditions that lateral load directions and height, the stiffness of beams in the connected pile foundations were changed.