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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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Journal ArticleDOI
A Poroelasticity Theory Approach to Study the Mechanisms Leading to Elevated Interstitial Fluid Pressure in Solid Tumours.
TL;DR: A mathematical model is applied to simulate the effect of “vascular normalization” (as proposed by Jain in Nat Med 7:987–989, 2001) on the IFP profile and discuss a number of possible time scales suggested by the model and propose a tumour-dependent time scale that leads to results in agreement with experimental observations.
Fly Ash Soil Stabilization for Non-Uniform Subgrade Soils, Volume II: Influence of Subgrade Non-Uniformity on PCC Pavement Performance
TL;DR: In this article, the influence of non-uniform subgrade support on pavement responses (stress and deflection) that affect pavement performance was investigated, and the authors concluded that subgrade/subbase stiffness increases localized deflections and causes principal stress concentrations in the pavement, leading to fatigue cracking and other types of pavement distresses.
Proceedings ArticleDOI
Performance of Recycled Plastic Pins for Improving the Bearing Capacity of MSE Wall Foundation
Faria Fahim Badhon,Md. Nur Basit Zaman,Prabesh Bhandari,Md. Azijul Islam,Md. Sahadat Hossain +4 more
Journal ArticleDOI
Simple and Non-Linear Regression Techniques Used in Sandy-Clayey Soils to Predict the Pressuremeter Modulus and Limit Pressure: A Case Study of Tabriz Subway
TL;DR: In this article, a series of simple and nonlinear multiple regression analyses are performed and as a result of analyses, several empirical equations are developed and it is shown that the empirical equations developed in this study are statistically acceptable.
Wall and ground movements in a braced excavation in clays and serviceability reliability of adjacent buildings
TL;DR: In this article, an improved procedure for evaluating the excavation-induced ground settlement and building serviceability is established, and a simplified semi-empirational model is developed for predicting the maximum wall deflection, the maximum surface settlement and the surface settlement profile caused by excavations in soft to medium clays.