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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 2016-08-08

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Journal ArticleDOI

New design equations for estimation of ultimate bearing capacity of shallow foundations resting on rock masses

TL;DR: New nonlinear prediction models for the ultimate bearing capacity of shallow foundations resting on non-fractured rock masses are proposed using a novel evolutionary computational approach, called linear genetic programming.
Journal ArticleDOI

Engineering applications of seismic refraction method: A field example at Wadi Wardan, Northeast Gulf of Suez, Sinai, Egypt

TL;DR: In this paper, 14 shallow seismic refraction profiles were conducted in Wadi Wardan, northeast Gulf of Suez, Sinai to delineate some of the shallow soil engineering characteristics for construction purposes.
Patent

Methods for forming a short aggregate pier and a product formed from said methods

TL;DR: In this article, a pair of half shells operatively associated with an actuator for moving them outward are inserted into the pier cavity, the half shells are forced outward to apply preload forces to the pier cavities and matrix soil.
Journal ArticleDOI

First detection of precursory ground inflation of a small phreatic eruption by InSAR

TL;DR: In this article, the authors show that high-spatial-resolution deformation data can be a good indicator of subsurface pressure conditions with pinpoint spatial accuracy during the preparatory process of phreatic eruptions.
Journal ArticleDOI

Active earth pressure in cohesive soils with an inclined ground surface

TL;DR: In this article, an analytical solution is developed to determine the active lateral earth pressure distribution on a retaining structure when it consists of a cohesive backfill (internal friction angle ϕ > 0, cohe...