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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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Strength properties of fly ash based controlled low strength materials
TL;DR: Shear strength, cohesion intercept and angle of shearing resistance values of CLSM mixtures exceeded conventional soil materials' similar properties at 7 days and proved that CLSMmixtures are suitable materials for backfill applications.
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Design of laterally loaded piles in clays based on cone penetration test data: a reliability-based approach
TL;DR: In this paper, the maximum lateral displacement and moment of the pile are obtained based on the coefficient of subgrade reaction approach, considering the nonlinear soil behaviour in undrained clay.
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Numerical aspects of coupling strongly frequency-dependent soil–foundation models with structural finite elements in the time-domain
TL;DR: In this article, the dynamic stiffness in the interface between the soil-foundation part and the structure has been investigated in a typical application from foundation-engineering: very well prepared dynamic stiffness coefficients for groups of piles are used in order to treat transient excitations caused by an unbalanced rotor during running-up.
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Numerical modelling of rainfall effects on the stability of soil slopes
TL;DR: In this paper, the effects of rainfall intensity and duration on pore pressure generation, degree of saturation, slope stability and shear strain increment during rainfall event were investigated in unsaturated-saturated soil.
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Analysis of Laterally Loaded Piles in Multilayered Soil Deposits
TL;DR: In this paper, the authors developed a new method of analysis of laterally loaded piles embedded in a multi-layered soil deposit treated as a three-dimensional continuum, assuming that soil behaves as a linear elastic material.