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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
Seismic safety of structures: Influence of soil-flexibility, asymmetry and ground motion characteristics
TL;DR: In this article, the suitability of an existing hysteresis model in reproducing experimental load-displacement characteristics for reinforced concrete (R/C) structural members is confirmed.
Journal ArticleDOI
Elasticity modulus of clayey deposits estimation using group method of data handling type neural network
TL;DR: In this paper, Group Method of Data Handling (GMDH) type neural network (NN) was used to estimate the elasticity modulus (E s ) of clayey deposits based on a database including 131 plate load test (PLT) and standard penetration test (SPT) from geotechnical investigation sites in Qazvin, Iran.
Dissertation
Effect of dynamic soil-pile-structure interaction on seismic response of mid-rise moment resisting frames
TL;DR: In this article, a laminar soil container is designed and constructed to simulate the free field soil response by minimising boundary effects, and a fully nonlinear three-dimensional numerical model employing FLAC3D is developed to perform time-history analysis and simulate the performance of the superstructure considering the seismic soil-structure interaction.
Journal ArticleDOI
The Optimal ANN Model for Predicting Bearing Capacity of Shallow Foundations trained on Scarce Data
Marta Bagińska,Piotr E. Srokosz +1 more
TL;DR: In this paper, the authors focused on determining the potential of using deep neural networks (DNNs) to predict the ultimate bearing capacity of shallow foundation in situations when the experimental data which may be used to train networks is scarce.
Journal ArticleDOI
On settlement prediction of soft clay reinforced by a group of stone columns
TL;DR: In this paper, the behavior of a foundation on a soil reinforced by a group of end-bearing stone columns in terms of settlement reduction in oedometer condition was studied using a finite-difference FLAC3D modeling.