المؤلفون: Y. Alsharedah, T. Newson, M. H. El Naggar

المصدر: Geomechanics and Geophysics for Geo-Energy and Geo-Resources, Vol 10, Iss 1, Pp 1-20 (2024)

مصطلحات موضوعية: Monopiles behavior, Offshore wind turbines (OWT), Renewable energy, Soil structure interaction (SSI), Clay, Geophysics. Cosmic physics, QC801-809

وصف الملف: electronic resource

Relation: https://doaj.org/toc/2363-8419; https://doaj.org/toc/2363-8427

URL الوصول: https://doaj.org/article/302218bfba124797ad9f9cfc08f10eab

المؤلفون: Ali Khezri, Hongbae Park, Daeyong Lee

المصدر: Applied Sciences, Vol 14, Iss 18, p 8366 (2024)

مصطلحات موضوعية: monopiles, offshore foundations, lateral loading, p–y curves, Technology, Engineering (General). Civil engineering (General), TA1-2040, Biology (General), QH301-705.5, Physics, QC1-999, Chemistry, QD1-999

وصف الملف: electronic resource

Relation: https://www.mdpi.com/2076-3417/14/18/8366; https://doaj.org/toc/2076-3417

URL الوصول: https://doaj.org/article/4ec59ad4e30e409b8e0ce7773f59a78d

المؤلفون: Alexander Paluzzi, Geoffrey Swain, John DeFrancisci, Daniel Kuchma, Colleen M. Hansel

المصدر: Journal of Marine Science and Engineering, Vol 12, Iss 8, p 1299 (2024)

مصطلحات موضوعية: offshore wind, cathodic protection, perforations, biofouling, monopiles, aluminum anodes, Naval architecture. Shipbuilding. Marine engineering, VM1-989, Oceanography, GC1-1581

وصف الملف: electronic resource

Relation: https://www.mdpi.com/2077-1312/12/8/1299; https://doaj.org/toc/2077-1312

URL الوصول: https://doaj.org/article/82263ca5dd88425ebee69040e49394b2

المؤلفون: Fang, Liqun, Brown, Michael, Davidson, Craig, Wang, Wei, Sharif, Yaseen

المساهمون: Cabrera, Miguel Angel, van Eekelen, Suzanne J.M., Bezuijen, Adam

المصدر: Fang , L , Brown , M , Davidson , C , Wang , W & Sharif , Y 2024 , A 1g model experimental study on the effects of installation parameters on vibratory driving performance of monopiles . in M A Cabrera , S J M van Eekelen & A Bezuijen (eds) , Proceedings of the 5th ECPMG 2024 : 5th European Conference on Modelling in Geotechnics . International Society for Soil Mechanics and Geotechnical Engineering , ECPMG 2024 , Delft , Netherlands , 2/10/24 . https://doi.org/10.53243/ECPMG2024-103

مصطلحات موضوعية: Vibro, vibro driving, Monopiles, Sand, /dk/atira/pure/subjectarea/asjc/2100/2105, name=Renewable Energy, Sustainability and the Environment, /dk/atira/pure/subjectarea/asjc/2200/2205, name=Civil and Structural Engineering

وصف الملف: application/pdf

الاتاحة: https://discovery.dundee.ac.uk/en/publications/8a965329-1d5d-4074-b20a-420adf5e5f86
https://doi.org/10.53243/ECPMG2024-103
https://discovery.dundee.ac.uk/ws/files/136941574/ECPMG2024-103.pdf

المؤلفون: Ahayan, Sanae, Panagiotis, Kotronis, Benjamin, Cerfontaine, Collin, Frédéric

المصدر: urn:isbn:978-1-138-33203-4
Numerical methods in geotechnical engineering, 1511-1518 (2018-06-27); NUMGE, Porto, Portugal [PT], du 25 au 27 Juin 2018

مصطلحات موضوعية: Monopiles, Offshore, p-y curve, Engineering, computing & technology, Civil engineering, Ingénierie, informatique & technologie, Ingénierie civile

URL الوصول: https://orbi.uliege.be/handle/2268/226148

المؤلفون: Tott-Buswell, J., Hilton, J., Berberic, S., Jalbi, S., Prendergast, L. J.

مصطلحات موضوعية: Monopiles, Hysteresis, Natural Frequency

Relation: https://nottingham-repository.worktribe.com/output/23864661; Pagination 232-241; /file/23864661/1/EVACES23%20FinalPrint

الاتاحة: https://doi.org/10.1007/978-3-031-39109-5_24
https://nottingham-repository.worktribe.com/output/23864661

المؤلفون: Amel Douifi, Djillali Amar Bouzid, Subhamoy Bhattacharya, Nasreddine Amoura

المصدر: Studia Geotechnica et Mechanica, Vol 44, Iss 1, Pp 66-81 (2022)

مصطلحات موضوعية: fe analysis, p–y curves, winkler model, cohesionless soils, monopiles, offshore wind turbines, natural frequency, soil–monopile stiffness, Engineering geology. Rock mechanics. Soil mechanics. Underground construction, TA703-712

وصف الملف: electronic resource

Relation: https://doaj.org/toc/2083-831X

URL الوصول: https://doaj.org/article/93822dfa7327486797b12f8ea71f520b

المؤلفون: Sławomir Labocha, Jarosław Paluszyński

المصدر: Budownictwo o Zoptymalizowanym Potencjale Energetycznym, Vol 10, Iss 2, Pp 77-87 (2021)

مصطلحات موضوعية: foundation of the poles, monopiles foundations, fe modeling, Technology, Ecology, QH540-549.5

وصف الملف: electronic resource

Relation: http://www.bozpe.bud.pcz.pl/Selected-modeling-problems-of-monopile-foundations-nused-in-the-energy-industry,145084,0,1.html; https://doaj.org/toc/2299-8535; https://doaj.org/toc/2544-963X

URL الوصول: https://doaj.org/article/593875704de4459aa2fdbd00160d55df

المؤلفون: Español-Espinel, Carlos, Haigh, Stuart K, Madabhushi, Gopal SP

مصطلحات موضوعية: Soil plug, Monopiles, Earthquakes, Liquefaction, Confining stress

وصف الملف: application/pdf

Relation: https://www.repository.cam.ac.uk/handle/1810/354237

الاتاحة: https://www.repository.cam.ac.uk/handle/1810/354237

المؤلفون: Ruping Luo, Mingluqiu Hu, Min Yang, Weichao Li, Anhui Wang

المصدر: Journal of Marine Science and Engineering; Volume 11; Issue 4; Pages: 817

مصطلحات موضوعية: monopiles, rotation depth, lateral load, cohesive soils, design method

جغرافية الموضوع: agris

وصف الملف: application/pdf

Relation: Ocean Engineering; https://dx.doi.org/10.3390/jmse11040817

الاتاحة: https://doi.org/10.3390/jmse11040817

المؤلفون: Pein, T, Kaynia, A, Hebig, J, Herwig, V

المصدر: SW2022, 11th International Conference on Stress Wave Theory and Design and Testing Methods for Deep Foundations, Rotterdam, The Netherlands, 20-23 September 2022

مصطلحات موضوعية: large diameter monopiles, vibratory driving, initial shear stiffness, damping

Relation: https://zenodo.org/communities/sw2022; https://doi.org/10.5281/zenodo.7151751; https://doi.org/10.5281/zenodo.7151752; oai:zenodo.org:7151752

الاتاحة: https://doi.org/10.5281/zenodo.7151752

المؤلفون: Orlando, M, Ligthart, J, Wijk, J. van, Raymackers, S

المصدر: SW2022, 11th International Conference on Stress Wave Theory and Design and Testing Methods for Deep Foundations, Rotterdam, The Netherlands, 20-23 September 2022

مصطلحات موضوعية: PDA, impact pile driving, monopiles, measurement, finite element

Relation: https://zenodo.org/communities/sw2022; https://doi.org/10.5281/zenodo.7151734; https://doi.org/10.5281/zenodo.7151735; oai:zenodo.org:7151735

الاتاحة: https://doi.org/10.5281/zenodo.7151735

المؤلفون: Ligthart, J., Orlando, M.

المصدر: SW2022, 11th International Conference on Stress Wave Theory and Design and Testing Methods for Deep Foundations, Rotterdam, The Netherlands, 20-23 September 2022

مصطلحات موضوعية: impact pile driving, monopiles, pile driveability prediction, reduced order modelling, mode displacement method

Relation: https://zenodo.org/communities/sw2022; https://doi.org/10.5281/zenodo.7151520; https://doi.org/10.5281/zenodo.7151521; oai:zenodo.org:7151521

الاتاحة: https://doi.org/10.5281/zenodo.7151521

المؤلفون: Kourelis, I., Kontoe, S., Buckley, R., Galbraith, A.

المصدر: SW2022, 11th International Conference on Stress Wave Theory and Design and Testing Methods for Deep Foundations, Rotterdam, The Netherlands, 20-23 September 2022

مصطلحات موضوعية: driveability analyses, SRD prediction methods, monopiles, pile run

Relation: https://zenodo.org/communities/sw2022; https://doi.org/10.5281/zenodo.7148969; https://doi.org/10.5281/zenodo.7148970; oai:zenodo.org:7148970

الاتاحة: https://doi.org/10.5281/zenodo.7148970

المؤلفون: Mazutti, J.H., Bienen, B, Bransby, F, Randolph, M, Wager, G

المصدر: SW2022, 11th International Conference on Stress Wave Theory and Design and Testing Methods for Deep Foundations, Rotterdam, The Netherlands, 20-23 September 2022

مصطلحات موضوعية: monopiles, vibro-driving, physical modelling, geotechnical centrifuge

Relation: https://zenodo.org/communities/sw2022; https://doi.org/10.5281/zenodo.7151564; https://doi.org/10.5281/zenodo.7151565; oai:zenodo.org:7151565

الاتاحة: https://doi.org/10.5281/zenodo.7151565

المؤلفون: Duque, Jose, Ochmański, Maciej, Mašín, David

المصدر: https://link.springer.com/chapter/10.1007/978-3-031-12851-6_12.

مصطلحات موضوعية: Monopiles, Reconsolidation, Cyclic loading, Hypoplasticity

وصف الملف: 1 página; application/pdf

Relation: Lecture Notes in Civil Engineering; Challenges and Innovations in Geomechanics; Duque, J., Ochmański, M., Mašín, D., Hong, Y., Wang, L.: On the behavior of monopiles subjected to multiple episodes of cyclic loading and reconsolidation in cohesive soils. Comput. Geotech. 134, 104032 (2021); Lai, Y., Wang, L., Hong, Y., He, B.: Centrifuge modeling of the cyclic lateral behavior of large-diameter monopiles in soft clay: effects of episodic cycling and reconsolidation. Ocean Eng. 200, 107048 (2020); Machaček, J., Staubach, P., Tafili, M., Zachert, H., Wichtmann, T.: Investigation of three sophisticated constitutive soil models: from numerical formulations to element tests and the analysis of vibratory pile driving tests. Comput. Geotech. 138, 104276 (2021); Mašín, D.: Clay Hypoplasticity model including stiffness anisotropy. Géotechnique 64(3), 232–238 (2014); Niemunis, A., Herle, I.: Hypoplastic model for cohesionless soils with elastic strain range. Mech. Cohes. Frict. Mater. 2(4), 279–299 (1997); Ochmański, M., Mašín, D., Duque, J., Hong, Y., Wang, L.: Performance of tripod foundations for offshore wind turbines: a numerical study. Géotechn. Lett. 11(3), 230–238 (2021); Page, A., Skau, K., Jostad, H., Eikssund, G.: A new foundation model for integrated analyses of monopile-based offshore wind turbines. Energy Proc. 137, 100–107 (2017); Staubach, P., Wichtmann, T.: Long-term deformations of monopile foundations for offshore wind turbines studied with a high-cycle accumulation model. Comput. Geotech. 124, 103553 (2020); 101; 95; Duque, J., Ochmański, M., Mašín, D. (2023). On the Influence of Multiple Episodes of Cyclic Loading and Reconsolidation on the Behavior of Monopiles Embedded in Fine-Grained Soils. In: Barla, M., Di Donna, A., Sterpi, D., Insana, A. (eds) Challenges and Innovations in Geomechanics. IACMAG 2022. Lecture Notes in Civil Engineering, vol 288. Springer, Cham. https://doi.org/10.1007/978-3-031-12851-6_12; https://hdl.handle.net/11323/10322; Corporación Universidad de la Costa; REDICUC – Repositorio CUC; https://repositorio.cuc.edu.co/

الاتاحة: https://hdl.handle.net/11323/10322
https://doi.org/10.1007/978-3-031-12851-6_12
https://repositorio.cuc.edu.co/

المؤلفون: Spyridis, michail, Lopez-Querol, Maria Susana

المصدر: In: Proceedings of the 10th European Conference on Numerical Methods in Geotechnical Engineering:NUMGE 2023. European Regional Technical Committee 7 for Numerical Methods: London, UK. (2023)

مصطلحات موضوعية: Monopiles, Installation, Jacked, Lateral, Cyclic

وصف الملف: text

Relation: https://discovery.ucl.ac.uk/id/eprint/10171781/1/Spyridis_NUMGE%282023%29.pdf; https://discovery.ucl.ac.uk/id/eprint/10171781/

الاتاحة: https://discovery.ucl.ac.uk/id/eprint/10171781/1/Spyridis_NUMGE%282023%29.pdf
https://discovery.ucl.ac.uk/id/eprint/10171781/

المؤلفون: Ciantia, Matteo O., Lei, Jiangtao, Monforte, Lluís, Arroyo, Marcos, Gens, Antonio

المساهمون: Wriggers, P., Bischoff, M., Oñate, E., Düster, A., Zohdi, T.

المصدر: Ciantia , M O , Lei , J , Monforte , L , Arroyo , M & Gens , A 2022 , PFEM Analysis of Installation Effects on Axial Performance of Jacked Piles in Chalk . in P Wriggers , M Bischoff , E Oñate , A Düster & T Zohdi (eds) , Proceedings of the VII International Conference on Particle-Based Methods : Particles 2021 . pp. 1-8 , VII International Conference on Particle-Based Methods , Hamburg , Germany , 4/10/21 . https://doi.org/10.23967/particles.2021.004

مصطلحات موضوعية: Chalk, GPFEM, Monopiles, Installation effects, Numerical Modelling, Axial response, PFEM

وصف الملف: application/pdf

Relation: https://discovery.dundee.ac.uk/en/publications/f5154d02-9dec-42f1-b5ae-9b3c91543126

الاتاحة: https://discovery.dundee.ac.uk/en/publications/f5154d02-9dec-42f1-b5ae-9b3c91543126
https://doi.org/10.23967/particles.2021.004
https://discovery.dundee.ac.uk/ws/files/79207034/33873884.pdf
https://www.scipedia.com/public/Ciantia_et_al_2022a

المؤلفون: Seong, J, Abadie, CN, Madabhushi, GSP, Haigh, SK

مصطلحات موضوعية: Earthquakes, Lateral stiffness, Liquefaction, Monopiles, Offshore foundations

وصف الملف: application/pdf

Relation: https://www.repository.cam.ac.uk/handle/1810/344310

الاتاحة: https://www.repository.cam.ac.uk/handle/1810/344310
https://doi.org/10.17863/CAM.91735

المؤلفون: yang, suchun, Chen, Qiang, Bie, Shean, He, Fubo

المصدر: Stavební obzor - Civil Engineering Journal; Vol. 31 No. 3 (2022); 494-503 ; 1805-2576

مصطلحات موضوعية: Offshore, Large diameter, Monopiles, Side resistance, Time-dependent

وصف الملف: application/pdf

Relation: https://ojs.cvut.cz/ojs/index.php/cej/article/view/8200/6447; https://ojs.cvut.cz/ojs/index.php/cej/article/view/8200

الاتاحة: https://ojs.cvut.cz/ojs/index.php/cej/article/view/8200