Your single point of reference for all your Geotechnical Inquiries

Publications tagged with [finite element analysis]

Total Items found:
<p>The research presented in this thesis focuses on tunnel&ndash;building interaction, and more specifically on buildings with shallow foundations. </p> <p>The focus of this work is the effect of tunnelling on concrete framed buildings. The research deals ...
<p>In recent years, due to city development, excavation and building construction in the loose fill of the southside of Tabriz, Iran is inevitable. This paper presents a case study of stabilization of a 16m deep excavation in loose fill using soil nail wall ...
Reference: Proceedings of the 2nd World Congress on Civil, Structural, and Environmental Engineering (CSEE’17) Barcelona, Spain –April 2 –4, 2017
<p>Since the 1930s, the limit equilibrium (LE) approach has been used to analyse slopes. This approach makes use of a number of differing analysis methods depending on the type of problem (circular vs non-circular) to be solved and the required accuracy of ...
Reference: GROUND ENGINEERING May 2014
<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
In this paper the slope stability of Aydoghmoosh earth dam situated in the north west of Iran is evaluated by various methods of limit equilibrium, finite element and finite difference. Among numerous limit equilibrium methods, Simplified Bishop, Janbu and ...
Reference: International Journal of Civil Engineering and Building Materials (ISSN 2223-487X) Vol. 2 No.3 2012
<p>The performance of diaphragm walls in excavation for Shandao Temple Station of Taipei Metro is evaluated by using the concept of wall deflection path which is a plot of maximum wall deflections versus depth of excavation. Finite element analyses were performed ...
Reference: Journal of GeoEngineering, Vol. 7, No. 1, pp. 001-012, April 2012
This thesis introduces enhancements to existing techniques that improve the agreement between model predictions and both, laboratory test data and eld performance observations. Speci cally, the nite element simulation strategy adopted in this research incorporated ...
Reference: DOCTOR OF PHILOSOPHY, NORTHWESTERN UNIVERSITY, EVANSTON, ILLINOIS
<p>Since 1930, the analysis of slope stability is done according to the limit equilibrium approach. Several methods were developed of which certain remain applicable because of their simplicity. However, major disadvantages of these methods are (1) they do ...
Reference: Open Journal of Civil Engineering, 2012, 2, 27-32
<p>Numerical methods combined with centrifuge tests are used to investigate the distribution and development of soil stresses and reinforcement tensile loads in geosynthetic reinforced soil (GRS) structures. In this study, system stability indicated by the ...
Reference: Geosynthetics International, February, Vol. 19, No. 5, 2012
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: