Zobrazeno 1 - 10
of 14
pro vyhledávání: '"Mohammad Javad Vahdatirad"'
Publikováno v:
Songklanakarin Journal of Science and Technology (SJST), Vol 32, Iss 2, Pp 145-152 (2010)
The tunnel of the Tabriz urban railway line 2 (TURL2), Iran, will pass through an underground commercial center onits way. Too little distance between the tunnel crown and the underground structure foundation will probably cause collapseor excessive
Externí odkaz:
https://doaj.org/article/9b3639e7249d42e2a72d842db8a75fa4
Publikováno v:
Journal of Civil Engineering and Management, Vol 21, Iss 4 (2015)
The mechanical responses of an offshore monopile foundation mounted in over-consolidated clay are calculated by employing a stochastic approach where a nonlinear p–y curve is incorporated with a finite element scheme. The random field theory is app
Externí odkaz:
https://doaj.org/article/17a24be9164a428493aa6c21b0150f20
Publikováno v:
Journal of Civil Engineering and Management, Vol 16, Iss 4 (2010)
The world of underground engineering and construction has acquired a wide‐ranging and high‐level experience on tunnel construction with Tunnel Boring Machines (TBM) and nowadays remarkable progresses are traceable in the number of tunnels that ar
Externí odkaz:
https://doaj.org/article/fc66362eb6104977937cade45b019fdc
Autor:
Lars Vabbersgaard Andersen, Mahdi Teimouri Sichani, Mohammad Javad Vahdatirad, John Dalsgaard Sørensen
Publikováno v:
Andersen, L V, Vahdatirad, M, Sichani, M T & Sørensen, J D 2012, ' Natural Frequencies of Wind Turbines on Monopile Foundations in Clayey Soils : A probabilistic approach ', Computers and Geotechnics, vol. 43, pp. 1-11 . https://doi.org/10.1016/j.compgeo.2012.01.010
A comprehensive study is performed on the stiffness of a monopile foundation supporting an offshore wind turbine in undrained, over-consolidated clay having a spatial variation of the soil properties. The undrained shear strength is considered as a s
Publikováno v:
Journal of Civil Engineering and Management; Vol 21 No 4 (2015); 503-513
Vahdatirad, M, Bayat, M, Andersen, L V & Ibsen, L B 2015, ' Probabilistic finite element stiffness of a laterally loaded monopile based on an improved asymptotic sampling method ', Journal of Civil Engineering and Management, vol. 21, no. 4, pp. 503-513 . https://doi.org/10.3846/13923730.2014.890660
Journal of Civil Engineering and Management, Vol 21, Iss 4 (2015)
Vahdatirad, M, Bayat, M, Andersen, L V & Ibsen, L B 2015, ' Probabilistic finite element stiffness of a laterally loaded monopile based on an improved asymptotic sampling method ', Journal of Civil Engineering and Management, vol. 21, no. 4, pp. 503-513 . https://doi.org/10.3846/13923730.2014.890660
Journal of Civil Engineering and Management, Vol 21, Iss 4 (2015)
The mechanical responses of an offshore monopile foundation mounted in over-consolidated clay are calculated by employing a stochastic approach where a nonlinear p–y curve is incorporated with a finite element scheme. The random field theory is app
Autor:
Lars Bo Ibsen, Lars Vabbersgaard Andersen, Sarah Firouzianbandpey, John Dalsgaard Sørensen, D. V. Griffiths, Mohammad Javad Vahdatirad
Publikováno v:
Firouzianbandpey, S, Ibsen, L B, Griffiths, D V, Vahdatirad, M, Andersen, L V & Sørensen, J D 2015, ' Effect of spatial correlation length on the interpretation of normalized CPT data using a Kriging approach ', Journal of Geotechnical and Geoenvironmental Engineering, vol. 141, no. 12, 04015052 . https://doi.org/10.1061/(ASCE)GT.1943-5606.0001358
In geotechnical engineering analysis and design, the frequency and spacing of borehole information is of great interest, especially when field data are limited. This paper uses random field models to deal with uncertainty in soil properties owing to
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::77dc2b9968757fd382ca1e5c4668fa37
https://vbn.aau.dk/da/publications/00851934-4d6e-49d4-9419-6e70a91e7f7b
https://vbn.aau.dk/da/publications/00851934-4d6e-49d4-9419-6e70a91e7f7b
Autor:
Mohammad Javad Vahdatirad, John Dalsgaard Sørensen, Lars Vabbersgaard Andersen, Gordon A. Fenton, D. V. Griffiths
Publikováno v:
Vahdatirad, M J, Griffiths, D V, Andersen, L V, Sørensen, J D & Fenton, G A 2014, ' Reliability analysis of a gravity-based foundation for wind turbines : a code-based design assessment ', Geotechnique, vol. 64, no. 8, pp. 635 – 645 . https://doi.org/10.1680/geot.13.P.152
Deterministic code-based designs proposed for wind turbine foundations are typically biased on the conservative side, and overestimate the probability of failure, which can lead to higher than necessary construction cost. In this study reliability an
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::2417b14a84667a80b7e4d25358b87449
https://vbn.aau.dk/da/publications/3b49e48f-f8fa-4402-b033-43849ee015aa
https://vbn.aau.dk/da/publications/3b49e48f-f8fa-4402-b033-43849ee015aa
Publikováno v:
Choobasti, A J, Vahdatirad, M J, Torabi, M, Firouzianbandpey, S & Barari, A 2012, ' Assessment of Soil Liquefaction Potential Based on Numerical Method : A case study of an urban railway project ', Arabian Journal of Geosciences, vol. 5, no. 4, pp. 545-554 . https://doi.org/10.1007/s12517-010-0217-z
Paying special attention to geotechnical hazards such as liquefaction in huge civil projects like urban railways especially in susceptible regions to liquefaction is of great importance. A number of approaches to evaluate the potential for initiation
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::b91f79ed8a006f39457ce4efddbe3d0f
https://vbn.aau.dk/da/publications/3e5a64af-94e9-40dc-a9ea-aa7462c68202
https://vbn.aau.dk/da/publications/3e5a64af-94e9-40dc-a9ea-aa7462c68202
Publikováno v:
Sadrekarimi, J, Kiyani, M, Fakhri, B, Vahdatirad, M J & Barari, A 2011, ' Seepage Analysis of Upper Gotvand Dam Concerning Gypsum Karstification (2D and 3D Approaches) ', Frontiers of Architecture and Civil Engineering in China, vol. 5, no. 1, pp. 71-78 . https://doi.org/10.1007/s11709-010-0083-5
Upper Gotvand Dam is constructed on the Karun River at the south west of Iran. In this paper, 2D and 3D models of the dam together with the foundation and abutments were established, and several seepage analyses were carried out. Then, the gypsum vei
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::fc9d63c610348b00a98f7fe864ad92c9
https://vbn.aau.dk/da/publications/6d7488ce-30c9-49fd-bbc6-3d58d1659e32
https://vbn.aau.dk/da/publications/6d7488ce-30c9-49fd-bbc6-3d58d1659e32
Publikováno v:
Andersen, L, Vahdatirad, M & Sørensen, J D 2011, Reliability-Based Assessment of the Natural Frequency of an Offshore Wind Turbine Founded on a Monopile . in B H V Topping & Y Tsompanakis (eds), Proceedings of the Thirteenth International Conference on Civil, Structural and Environmental Engineering Computating . Civil-Comp Press, Stirlingshire, Scotland, Civil-Comp Proceedings, no. 96, The Thirteenth International Conference on Civil, Structural and Environmental Engineering Computating, Chania, Crete, Greece, 06/09/2011 .
Scopus-Elsevier
Aarhus University
Scopus-Elsevier
Aarhus University
This study concerns the dynamic stiffness of foundations for large offshore wind turbines. Especially, the purpose of the analysis is to quantify the uncertainties related to the first natural frequency of a turbine supported by a surface footing on
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::2088f74277ce1db4f603cad37ecfcb09
https://vbn.aau.dk/da/publications/63f3e948-b70b-4907-baf0-1e9ab489cf22
https://vbn.aau.dk/da/publications/63f3e948-b70b-4907-baf0-1e9ab489cf22