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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
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Numerical and experimental investigation of failure of a DCM-wall considering softening behaviour
TL;DR: In this paper, the failure behavior of a deep cement mixing (DCM) wall due to excavation on one side of the wall was studied by means of finite element analysis and a simplified small-scale test.
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Monitoring the Modal Properties of an RC School Building during the 2016 Central Italy Seismic Swarm
TL;DR: Results from the dynamic monitoring of a reinforced concrete school building located in Camerino (central Italy) during the seismic swarm following the first main shock are presented.
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H-Adaptive Updated Lagrangian Approach for Large-Deformation Analysis of Slope Failure
TL;DR: In this paper, a large deformation analysis using the updated Lagrangian formulation, a stable numerical algorithm for the solution of progressive failure in strain-softening materials, and an h-adaptive mesh refinement algorithm is used to refine the finite-element mesh around the area of large shear strain, thereby improving the accuracy and convergence of numerical solutions.
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Effect of soil–structure interaction on a masonry structure under train-induced vibrations
TL;DR: In this article, the influence of soil-structure interaction (SSI) on an unreinforced masonry structure under train-induced vibrations was investigated. But the experimental results were limited.
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Layered elastic model for analysis of Cone Penetration Testing
Z. Q. Yue,Jianhua Yin +1 more
TL;DR: In this paper, a layered elastic model is adopted for the analysis of soil layering effects on the results of Cone Penetration Testing (CPT), and analytical solutions associated with the layered elastic CPT model and obtained via numerically integrating the fundamental singular solution for layered elastic solids due to the action of a body force concentrated on a circular ring.