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<p>Bangkok metropolitan located on thick river soft clay deposit has recently construction project on mass rapid transit underground railway (MRT). This paper presents a finite element study on the Bangkok MRT underground construction project. The Sukhumvit ...
Reference: Soils and Foundations Volume 53, Issue 5, October 2013, Pages 756–773
<p>A method which adopts the combination of least squares support vector machine (LS-SVM) and Monte Carlo (MC) simulation is used to calculate the foundation settlement reliability. When using LS-SVM, choosing the training dataset and the values for LS-SVM ...
Reference: Journal of Rock Mechanics and Geotechnical Engineering 5 (2013) 312–317
<p>The paper presents numerical analysis of two similar tunnels constructed using Sprayed Concrete Lined (SCL) technology. The structure of interest is a part of the Fovam Square station of the 4th metro line in Budapest. At present that structure is finished. ...
Reference: Architecture Civil Enginnering Environment No. 3/2012
Embankments constructed on soft soils undergo large deformations and lateral movements which results in long construction delays and premature failure. The piled embankments with the inclusion of a geosynthetic layer have proved to be one of the effective ...
Reference: Recent Researches in Engineering Mechanics, Urban & Naval Transportation and Tourism, Cambridge, UK 2012
Luo G. , Hu X. et al.  
<p>Tangjiashan landslide is a typical high-speed landslide hosted on consequent bedding rock. The landslide was induced by Wenchuan earthquake at a medium-steep hill slope. The occurrence of Tangjiashan landslide was basically controlled by the tectonic structure, ...
Reference: Journal of Rock Mechanics and Geotechnical Engineering. 2012, 4 (2): 149–159
This paper examines two-phase flow in porous media with heterogeneous capillary pressure functions. This problem has received very little attention in the literature, and constitutes a challenge for numerical discretization, since saturation discontinuities ...
Reference: International Journal of Numerical Analysis & Modeling;2012, Vol. 9 Issue 3, p505
Locating the critical slip surface with the minimum factor of safety of a slope is a difficult NP type optimization problem. In recent years, some modern global optimization methods have been developed with success in treating various types of problems, but ...
Reference: World Applied Sciences Journal 13 (7): 1702-1711, 2011
Among soil improvement techniques used to increase strength of loose and<br>medium-dense sand deposits are the dynamic means, such as vibrocompaction and blasting. Sands often exhibit a drop in cone penetration resistance immediately after the disturbance, ...
Reference:
Geosynthetic reinforcement over a grid of piles in soft soil can help transfer loads to the piles, and reduce settlements. This first part of a three-part study utilises a three-dimensional thin-plate model of the geosynthetic. The von Ka´rma´n theory, which ...
Reference: Geosynthetics International, 2010, 17, No. 2
<p>This report is dealing with time dependent settlements calculated with numerical methods and subsequent comparisons with field measurements. The numerical computations in this report have been performed using Plaxis, a two-dimensional numerical program ...
Reference: Division of Structural Mechanics, LTH, Lund University, Box 118, SE-221 00 Lund, Sweden