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检索条件"任意字段=7th European Conference on Numerical Methods in Geotechnical Engineering, NUMGE 2010"
106 条 记 录,以下是1-10 订阅
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Comparison of different liquefaction assessment methods with data from the 2010-2011 canterbury earthquake sequence  7th
Comparison of different liquefaction assessment methods with...
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7th International conference on Earthquake geotechnical engineering, ICEGE 2019
作者: Bertelli, S. Lopez-Querol, S. Rossetto, T. Giovinazzi, S. Wotherspoon, L. Ruiter, R. Department of Civil Environmental and Geomatic Engineering University College London London United Kingdom Department of Civil and Natural Resources Engineering University of Canterbury Christchurch New Zealand Department of Civil and Environmental Engineering The University of Auckland Auckland New Zealand Chorus Christchurch New Zealand
Soil liquefaction has caused substantial infrastructure damage in recent earthquakes. For instance, during the 2010-2011 Canterbury Earthquake Sequence (CES), in New Zealand, liquefaction-induced damage to buried cabl... 详细信息
来源: 评论
numerical study on mitigation of liquefaction induced uplift of underground structure  7th
Numerical study on mitigation of liquefaction induced uplift...
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7th International conference on Earthquake geotechnical engineering, ICEGE 2019
作者: Sudevan, P.B. Boominathan, A. Banerjee, S. Indian Institute of Technology Madras ChennaiTamil Nadu India
Underground structures buried within liquefiable soil are often likely to get uplifted during an earthquake due to its relatively low unit weight and shallow burial depth. therefore, there exists a need to come up wit... 详细信息
来源: 评论
A numerical study on tunnel-building interaction in liquefiable soil  7th
A numerical study on tunnel-building interaction in liquefia...
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7th International conference on Earthquake geotechnical engineering, ICEGE 2019
作者: Maddaluno, L. Stanzione, C. Nappa, V. Bilotta, E. University of Napoli Federico II Naples Italy
this paper shows the results of the preliminary numerical analyses carried out for the project STILUS within the framework of the european funded network SERA (Seis-mology and Earthquake engineering Research Infrastru... 详细信息
来源: 评论
numerical analysis of a foundation of a cooling tower in difficult geotechnical conditions  9th
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9th european conference on numerical methods in geotechnical engineering (numge)
作者: Bogusz, W. Kociniak, M. Inst Tech Budowlanej Warsaw Poland BEROA Deutschland GmbH Ratingen Germany
Eurocode 7 offers general guidance on design of different foundation types and recognizes that foundations cannot be always considered in isolation from the structure. When a significant potential for stress redistrib... 详细信息
来源: 评论
Consideration of numerical methods in next generation Eurocode 7 (EN 1997)-current state of the amendment  9th
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9th european conference on numerical methods in geotechnical engineering (numge)
作者: Lees, A. S. Walter, H. Tensar Int Nicosia Cyprus Geofem Ltd Nicosia Cyprus HTLuVA Salzburg Salzburg Austria
According to Mandate 515 of the european Commission "Mandate for amending existing Eurocodes and extending the scope of structural Eurocodes" and the response of CEN/TC250 "Towards a second generation o... 详细信息
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Dynamic analysis of artifacts: Experimental tests for the validation of numerical models  7
Dynamic analysis of artifacts: Experimental tests for the va...
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7th International conference on Computational methods in Structural Dynamics and Earthquake engineering, COMPDYN 2019
作者: Tanganelli, M. Cimellaro, G.P. Marasco, S. Cardoni, A. Zamani Noori, A. Coli, M. Viti, S. Department of Architecture University of Florence via della Mattonaia 14 Firenze50121 Italy Department of Structural Geotechnical and Building Engineering Politecnico di Torino Corso Duca degli Abruzzi 24 Turin10129 Italy Department of Earth Science University of Florence via G. La Pira 4 Firenze50121 Italy
the protection of art goods is an important issue of the seismic engineering. Artifacts are often made by fragile and ancient material, and they can easily present irregular shapes and high slenderness. In these years... 详细信息
来源: 评论
numerical simulation of the behavior of collapsible loess  9th
Numerical simulation of the behavior of collapsible loess
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9th european conference on numerical methods in geotechnical engineering, numge 2018
作者: Schiava, R. National University of Santiago del Estero Argentina
the behavior of partially saturated soils is determined by the characteristics of their macro porous structure. the matrix suction is an additional fundamental variable in its response to deformation under variable mo...
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numerical modelling of vibration mitigation due to subway railway traffic  9th
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9th european conference on numerical methods in geotechnical engineering (numge)
作者: Lopes, P. Alves Costa, P. Silva Cardoso, A. Calcada, R. Fernandez, J. Univ Porto Construct FEUP Porto Portugal Polytech Inst Porto ISEP Porto Portugal Univ A Coruna Campus Elvina La Coruna Spain
In the present paper a numerical study is presented in order to evaluate the efficiency of different countermeasures that can be adopted to mitigate vibrations inside buildings due to railway traffic in tunnels. the n... 详细信息
来源: 评论
the role of soil fabric anisotropy for reaching and maintaining critical state  9th
The role of soil fabric anisotropy for reaching and maintain...
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9th european conference on numerical methods in geotechnical engineering, numge 2018
作者: theocharis, A.I. Vairaktaris, E. Dafalias, Y.F. Papadimitriou, A.G. Department of Mechanics National Technical University of Athens Athens Greece Department of Civil and Environmental Engineering University of California Davis DavisCA United States Department of Geotechnical Engineering National Technical University of Athens Athens Greece
According to Critical State theory (CST) for granular media, two conditions on the stress ratio and void ratio are considered to be necessary and sufficient for reaching and maintaining the critical state (CS). A two-...
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numerical methods in geotechnical engineering : proceedings of the 8th european conference on Numeri
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2014年
作者: european conference on numerical methods in geotechnical engineering
来源: 内蒙古大学图书馆图书 评论