Zobrazeno 1 - 10
of 318
pro vyhledávání: '"Mark Cassidy"'
Autor:
Indranill Basu-Ray, Deepthi Sudhakar, Gregory Schwing, Dominique Monlezun, Lucy Zhang, Sumit K. Shah, Deep Pujara, Kevin Ting, Nidal Abi Rafeh, Gholam Ali, Mark Cassidy, Kenneth Ellenbogen, Glen Levine, Wilson Lam, Nilesh Mathuria, Mohammad Saeed, Jared Bunch, Sheryl Martin-Schild, Michael Gold, Arash Aryana, Mehdi Razavi, Abdi Rasekh
Publikováno v:
Frontiers in Cardiovascular Medicine, Vol 5 (2018)
Importance: Ischemic strokes pose a significant health burden. However, the etiology of between 20 and 40% of these events remains unknown. Left atrial appendage morphology may influence the occurrence of thromboembolic events.Design: A retrospective
Externí odkaz:
https://doaj.org/article/868bd559e25d46fd84eb932056334bba
Publikováno v:
Journal of the American Heart Association: Cardiovascular and Cerebrovascular Disease, Vol 5, Iss 1 (2016)
Externí odkaz:
https://doaj.org/article/88f2ebf2010e4c259b62f2d83236180d
Publikováno v:
Géotechnique. 73:281-293
A macro-element model for predicting the load–displacement behaviour of a spudcan foundation in clay overlying sand when subjected to combined vertical, horizontal and moment loading is introduced. Observations from detailed drum centrifuge tests t
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f6a2300707157800a76d54786ddcf5b2
https://doi.org/10.1680/jgeot.21.00023
https://doi.org/10.1680/jgeot.21.00023
Autor:
Jianjun Ma, Yao Jiang, Paul A. Connor, Stephen R. Gamble, Mark Cassidy, Cairong Jiang, John T. S. Irvine
Publikováno v:
International Journal of Energy Research. 2023:1-14
Funding: This research is supported by the EPSRC-DST India-UK project EPI037016/1. This work is also partially supported by the Sichuan Science and Technology Program (under agreement nos. 2021YFH0222 and 2019YFH0177). The authors acknowledge the Zig
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::33a16df074cfc2c9071ea48e6b6dda8a
https://doi.org/10.1155/2023/2339117
https://doi.org/10.1155/2023/2339117
Publikováno v:
University of Western Australia
The response of spudcan foundations during penetration through a soft clay layer toward a sand layer is investigated through large deformation finite element analyses. Relationships for the penetration resistance taking account of the evolv-ing soil
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::50232cbd878786a4549b6ecf78e9f9c1
https://doi.org/10.17736/ijope.2021.cl18
https://doi.org/10.17736/ijope.2021.cl18
Autor:
Mark Cassidy, Pan Hu
Publikováno v:
International Journal of Offshore and Polar Engineering. 30:493-500
This paper presents a series of numerical investigations of the capacity of the foundations of a spudcan in clay after it penetrates through a sand layer and under planar combined loading. The model is validated against available relationships for un
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6287387e252d01824ff001714c7be268
https://doi.org/10.17736/ijope.2020.cl17
https://doi.org/10.17736/ijope.2020.cl17
Publikováno v:
Géotechnique Letters. 10:498-509
Foundations are commonly situated on layered soil deposits, where the elastic stiffnesses may differ from values calculated using solutions for single-layer elastic media. This paper reports elastic stiffness coefficients for a rigid circular footing
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::44fad5316a4d88dff92734c3627884d4
https://doi.org/10.1680/jgele.20.00045
https://doi.org/10.1680/jgele.20.00045
Publikováno v:
Marine Georesources & Geotechnology. 39:906-918
Offshore engineering is facing the challenges of modeling large deformation problems combined with the complexity of spatial variability of soils. This complex large deformation problem has not bee...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::42675de7a4f4b96679c0651eeec34163
https://doi.org/10.1080/1064119x.2020.1779444
https://doi.org/10.1080/1064119x.2020.1779444
Publikováno v:
Géotechnique Letters. 10:303-310
Wind and wave action on offshore wind turbines causes irregular cyclic loading on the foundation that can lead to rotation accumulation of the structure. Such loading is generally considered in design using ‘counting methods’ that decompose the t
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ae5f89a48a7a4139d195a33d6dfaefc0
https://doi.org/10.1680/jgele.19.00031
https://doi.org/10.1680/jgele.19.00031
Publikováno v:
International Journal of Physical Modelling in Geotechnics. 20:132-149
Suction buckets represent a viable solution as foundations for offshore wind turbines. Installation in sand is relatively straightforward, albeit with limited understanding of the resulting changes in soil state. This paper describes an experimental
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::464fd4d3af2f138c5a48fa4fc722c7ee
https://doi.org/10.1680/jphmg.18.00071
https://doi.org/10.1680/jphmg.18.00071