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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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Centrifuge modeling of shallow embedded foundations subjected to reverse fault rupture
TL;DR: In this paper, the performance of surface, piled, and caisson foundations has been investigated against a large tectonic dislocation from a dip-slip fault, and the embedment depth has not been clear.
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Investigation of influence of baffles on landslide debris mobility by 3D material point method
TL;DR: In this paper, a material point method computational framework is presented, using two contact models to describe the landslide debris movement and interaction with structures, respectively, and good agreements are exhibited in flow kinematics between computed results and physical model tests.
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Simplified Method for Analyzing Laterally Loaded Single Piles in Clays
Yun-mei Hsiung,Ya-ling Chen +1 more
TL;DR: In this article, the authors presented a simplified method for the analysis and design of long piles under lateral load in uniform clays, based on the concept of the coefficient of subgrade reaction with consideration of the soil properties being extended to include elastoplastic behavior.
Evaluation of bearing capacity of piles from cone penetration test data : technical summary.
Hani H. Titi,Murad Abu-Farsakh +1 more
TL;DR: In this article, the authors evaluated the performance of eight cone penetration test (CPT) methods in predicting the ultimate load carrying capacity of square precast prestressed concrete (PPC) piles driven into Louisiana soils.
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Some remarks on the seismic behaviour of embedded cantilevered retaining walls
TL;DR: In this paper, a parametric study was carried out on a pair of embedded cantilevered walls in dry sand, subjected to real earthquakes scaled at different values of the maximum acceleration.