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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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Statistical and neural network assessment of the compression index of clay-bearing soils
TL;DR: In this paper, the performance of widely used single and multi-variable empirical equations was evaluated using a database consisting of 135 test data and an artificial neural network (ANN) with eight input variables was also developed to estimate the compression index.
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Horizontal impedances for radially inhomogeneous viscoelastic soil layers
Anestis S. Veletsos,K.W. Dotson +1 more
TL;DR: In this article, a study of the dynamic impedances of horizontally excited, radially inhomogeneous, infinite viscoelastic soil layers with a circular hole, and of piles embedded in a medium represented by such layers is made considering the shear modulus of the material to increase radially within a narrow annular boundary zone.
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Numerical analysis of an instrumented steel reinforced soil wall
TL;DR: In this paper, the results and lessons learned using a FEM model to simulate quantitative performance features of the Minnow Creek steel-strip reinforced soil wall structure located in the United States are described.
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Permeable piles: An alternative to improve the performance of driven piles
TL;DR: In this article, a technique of drilling drainage holes on the pipe pile is proposed to accelerate the dissipation of pore pressure to improve the performance of displacement piles, and the optimal performance of piles can be obtained by assigning openings in piles within the bottom 50% of the pile length.
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Optimum design of cantilever sheet pile walls in sandy soils using inverse reliability approach
TL;DR: In this article, an approach for obtaining depth and section modulus of the cantilever sheet pile wall using inverse reliability method is described, in order that the reliability of the wall against failure modes must meet a desired level of safety.