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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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Settlement behavior of embankment on geosynthetic-encased stone column installed soft ground – A numerical investigation
TL;DR: In this paper, the authors present the results of a numerical investigation into the settlement behavior of embankment constructed on geosynthetic-encased stone column installed in soft ground.
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Assessment of empirical equations for the compression index of fine-grained soils in Missouri.
Site Onyejekwe,Xin Kang,Louis Ge +2 more
TL;DR: The use of correlations and empirical relationships in geotechnical engineering provides a fast, cost-effective means of predicting the value of a parameter based on the values of certain other, possibly more easily determined, parameters.
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Numerical back analysis for estimation of soil parameters in the Resalat Tunnel project
TL;DR: In this paper, the results of numerical back analysis, performed for Resalat tunnel in Tehran, Iran, are reported, and the main purpose of this study was to estimate the soil cohesion and the in situ horizontal stress.
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Horizontal pressure on barricades for backfilled stopes. Part I: Fully drained conditions
Li LiL. Li,Michel Aubertin +1 more
TL;DR: In this paper, the authors proposed a new three-dimensional analytical solution that takes into account the stress transfer from the backfill to the walls in both the stope and access drift, in particular, the influence of the barricade position within the drift on the stress state.
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Development of new prediction model for capacity of combined pile-raft foundations
TL;DR: A new prediction method is proposed to estimate both Ultimate Limit State (ULS) and Serviceability limit State (SLS) bearing capacity of CPRF by evaluating the pile-raft and raft-pile interaction factors and provides a simple design solution for CPRF subjected to vertical loading condition.