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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 ArticleDOI
A Ranking Distance Analysis for Performance Assessment of UCS Versus SPT-N Correlations
TL;DR: Sivrikaya et al. as mentioned in this paper investigated the performance of some unconfined compressive strength (UCS) versus blow count of standard penetration test (SPT-N) for the applicability to fine-grained soils in an interested area.
Journal ArticleDOI
Structural monitoring of a wind turbine steel tower – Part II: monitoring results
TL;DR: In this article, the structural monitoring of a steel wind tower characterized and presented in Part I of the paper is presented, which refers to stress distribution on shell and in bolts at different heights, stress fatigue spectra, section forces along height evaluated from the stress measurements and comparison with design forces.
Proceedings ArticleDOI
Compressive Strength Variations of Lime-Treated Expansive Soils
TL;DR: In this article, the changes in strength properties for one day and seven days curing of lime-treated expansive soil from Al-Qatif in Saudi Arabia were investigated for clays treated with 4% and 8% lime.
Journal ArticleDOI
A Variational Solution for Downdrag Force Analysis of Pile Groups
W. Y. Shen,C. I. Teh +1 more
TL;DR: In this article, a variational approach for the analysis of downdrag forces of pile groups undergoing soil downward movement is presented, where the theoretical load-transfer curves are employed to describe the soil load displacement relationship.
Journal ArticleDOI
Analytical Model for Deflection of the Runway Pavement at Touchdown Point Caused by an Aircraft during Landing
TL;DR: In this paper, a simple analytical model is presented to predict dynamic deflection of a runway pavement at touchdown point caused by a landing gear load during aircraft landing using three independent parameters, modulus of subgrade reaction (ks), contact pressure (p), and vertical component of aircraft velocity (vv).