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Foundation analysis and design
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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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Semi-analytical solutions for vertically and laterally loaded piles in multilayered soil deposits
TL;DR: In this article, a semi-analytical formulation for the performance of a pile suffering from combined vertical and lateral loads is presented, where the emphasis is on quantifying the mobilization of the subgrade reaction provided by the layered soil stratums.
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Multibell and block anchor capacities in sand
TL;DR: In this article, the effect of anchor length on friction, and therefore pullout capacity, on horizontal block and multibell anchors at different embedment depths in sand was investigated by means of a two-dimensional pin model analogy and the patterns of soil flow at failure were qualitatively examined in line with classical plasticity theories.
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Vulnerability assessment of building structures due to underground blasts using ANN and non-linear dynamic analysis
TL;DR: In this paper, an Artificial Neural Network (ANN) was used on underground blast data from the literature to obtain the peak ground acceleration (PGA), which is used to assess the vulnerability of buildings.
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Experimental and Numerical Analysis of Interacting Circular Plate Anchors Embedded in Homogeneous and Layered Cohesionless Soil
TL;DR: In this article, the uplift capacity of two closely spaced symmetrical circular plate anchors buried at shallow depth in homogeneous and layered sand strata was carefully observed from a series of large-scale model tests.
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Determination of the Geotechnical Parameters of Soils Behavior for Safe Future Urban Development, Najran Area, Saudi Arabia: Implications for Settlements Mitigation
TL;DR: In this article, the geotechnical characterization of Sultana soils (Najran region, Saudi Arabia) by in situ and laboratory tests, for a project proposal for the construction of commercial and government buildings, is presented.