نتایج جستجو برای: geomechanics numerical modeling

تعداد نتایج: 695843  

The expansion of the settlement trough is an important factor in the risk assessment of the tunneling induced settlement. The increase of settlement trough requires buildings to be included in the impact zone, which causes damages. This paper conducts estimation of the settlement trough width (STW) using empirical approaches, field measurement data and numerical solutions. The credibility of th...

Journal: :international journal of nano dimension 0
s. saber samandari new technologies research centre, amirkabir university of technology, tehran, po box 1591633311, iran.

a new three-dimensional unit cell model has been developed for modeling three constituent phases including inclusion, interphase and matrix. the total elastic modulus of nano-composite is evaluated.  numerical results are in good agreement with the previous proposed theoretical modeling. higher matrix and inclusion elastic modulus both can dramatically influence the total elastic modulus.

Afroosheh, Khalkhali, Seyedi,

In this paper, numerical simulation of FRP composite cylinder tubes progressive crushing processes is conducted using LS-Dyna. Details on the numerical modeling strategy are given and discussed. It is found that triggers introduced in the numerical simulation can effectively model the bevel trigger at the end of the tubular specimens. It is also found that two-layer finite element model based o...

Journal: :JAPANESE JOURNAL OF MULTIPHASE FLOW 2019

Journal: :Géotechnique Letters 2012

Journal: :IJDSN 2013
Guo-Wei Li Hua-Fu Pei Cheng-yu Hong

1 Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University, Nanjing, Jiangsa 210098, China 2Highway and Railway Engineering Institute, Hohai University, Nanjing, Jiangsu 210098, China 3Harbin Institute of Technology Shenzhen Graduate School, Department of Civil and Environmental Engineering, Shenzhen 518055, China 4Department of Civil Engineering, Sh...

2012
Norman Wagner Alexander Scheuermann Moritz Schwing Frank Bonitz Klaus Kupfer

Norman Wagner(1), Alexander Scheuermann(2,3), Moritz Schwing(2), Frank Bonitz(1), Klaus Kupfer(1) (1) Institute of Material Research and Testing at the Bauhaus-University Weimar Coudraystr. 4, 99423 Weimar, Germany, Email: [email protected] (2) The Golder Geomechanics Centre, University of Queensland, Brisbane, Australia (3) Institute for Soil Mechanics and Rock Mechanics, University of Kar...

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