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Articoli di riviste sul tema "Suction caisson"

Autore: Grafiati

Pubblicato: 4 giugno 2021

Ultima modifica: 1 febbraio 2022

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1

Iskander, Magued, Sherif El-Gharbawy, and Roy Olson. "Performance of suction caissons in sand and clay." Canadian Geotechnical Journal 39, no. 3 (June 1, 2002): 576–84. http://dx.doi.org/10.1139/t02-030.

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Abstract (sommario):

The use of suction caissons (suction piles) in marine environments has been increasing in the last decade. A suction caisson is a steel pipe with an open bottom and a closed top that is inserted into the ground by pumping water out of it. Pumping creates a differential pressure across the caisson's top that pushes it into place, thus eliminating the need for pile driving. There are a number of uncertainties in the design of suction caissons. First, the state of stress and soil conditions adjacent to a suction caisson differs from those around typical driven piles or drilled shafts. Second, the

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2

Nabeshima, Yasuyuki. "Installation and Lateral Resistance of Model Suction Caissons in Sandy Ground." Advanced Materials Research 1030-1032 (September 2014): 790–97. http://dx.doi.org/10.4028/www.scientific.net/amr.1030-1032.790.

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Suction caissons attract the attention as the foundation of offshore wind turbines. Installation and resistance behaviors of the suction caisson are important factors for the design of foundation. An installation behavior into sandy seafloor was discussed by using a model suction caisson and the failure surfaces in the aluminum rod mass, as the model ground, subjected to lateral force were compared. Consequently, the installation of model suction caisson into sandy sea depended on the permeability of sandy seafloor and lateral resistance of suction caisson depended on the dimension of suction

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3

Wang, Mingyuan, Xiaoke Liu, Xinglei Cheng, Qun Lu, Jiaqing Lu, and Miao Wang. "Penetration and Pullout Capacity of Low-Skirted Suction Caissons." Shock and Vibration 2021 (September 4, 2021): 1–12. http://dx.doi.org/10.1155/2021/2263810.

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The bearing capacity of suction caissons is the key to the design of offshore structures. A new type of cross-shaped low-skirted suction caisson is invented to effectively improve the bearing capacity, considering inevitable “soil plug” phenomenon. The behaviors of penetration and pullout for new low-skirted suction caisson are investigated by performing model tests. A new formula for calculating the penetration resistance is suggested based on the limit equilibrium theory and the test data, which can consider the change of the lateral area of the suction caisson during penetration. The behavi

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4

Wang, He, Rui Wang, and Jian-Min Zhang. "Solid-Fluid Coupled Numerical Analysis of Suction Caisson Installation in Sand." Journal of Marine Science and Engineering 9, no. 7 (June 26, 2021): 704. http://dx.doi.org/10.3390/jmse9070704.

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Suction caissons are widely used foundations in offshore engineering. The change in excess pore pressure and seepage field caused by penetration and suction significantly affects the soil resistance around the caisson wall and tip, and also affects the deformation of the soil within and adjacent to the caisson. This study uses Arbitrary Lagrangian–Eulerian (ALE) large deformation solid-fluid coupled FEM to investigate the changes in suction pressure and the seepage field during the process of the suction caisson installation in sand. A nonlinear Drucker-Prager model is used to model soil, whil

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5

Zhu, Bin, Jia-lin Dai, De-qiong Kong, Ling-yun Feng, and Yun-min Chen. "Centrifuge modelling of uplift response of suction caisson groups in soft clay." Canadian Geotechnical Journal 57, no. 9 (September 2020): 1294–303. http://dx.doi.org/10.1139/cgj-2018-0838.

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This paper describes a program of centrifuge model tests on the uplift behaviour of suction caisson foundations. The parameters considered were the loading rate, caisson diameter (D), soil strength profile, and type of footing (i.e., mono-caisson and tetra-caissons group). The loading responses were examined in terms of total uplift resistance, suction beneath the caisson lid, and the vertical displacements of the caisson and at the soil surface. There exists a critical uplift displacement, approximately 0.02D and 0.01D for the mono-caisson and the tetra-caissons groups, respectively, at which

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6

Zhou, Hongjie, and Mark F. Randolph. "Large deformation analysis of suction caisson installation in clay." Canadian Geotechnical Journal 43, no. 12 (December 1, 2006): 1344–57. http://dx.doi.org/10.1139/t06-087.

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Large deformation finite element (LDFE) analyses were performed to study the installation of caissons by suction and jacking in normally consolidated clay. The penetration of the caisson wall was modelled between depths of one and four diameters using an axisymmetric LDFE approach, which falls in the category of arbitrary Lagrangian–Eulerian (ALE) methods. The results allowed quantification of differences in the behaviour of caissons installed entirely by jacking compared with a combination of self-weight and suction as is used in the field. For jacked installation, over the penetration range

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7

Shi, Ping. "Model Tests on Characteristic of Suction Caissons in Saturated Fine Sand Under Intermittent Loading." Polish Maritime Research 25, s3 (December 1, 2018): 127–35. http://dx.doi.org/10.2478/pomr-2018-0121.

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Abstract Suction caissons are often used for the caissons of both offshore oil platforms and offshore wind power projects because of their advantages of simple construction, economical cost, and reusability. In this study, model tests were conducted in sand in order to investigate the effects of the caisson installation method on the penetration depth and the critical suction. Results of the test program showed that the method of changing the frequency of suction during different stages of the process can increase the penetration depth of the caisson. Combining with the deformation of the soil

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8

Xie, Liquan, Shili Ma, and Tiantian Lin. "The Seepage and Soil Plug Formation in Suction Caissons in Sand Using Visual Tests." Applied Sciences 10, no. 2 (January 13, 2020): 566. http://dx.doi.org/10.3390/app10020566.

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The rapid development of offshore wind energy in China is becoming increasingly relevant for movement toward green development. This paper presents the results of visual tests of a suction caisson used as foundation for offshore wind turbines. The distribution of hydraulic gradients of sand at the mudline in the caisson was obtained to find out the relationship with the heights of soil plugs. The relationship equation was proposed and obtained by using quadratic regression, guiding project designs, and construction. It was found that there was no soil plug in the caisson when small suction was

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9

Zhao, Zhifeng, Mi Zhou, Yuxia Hu, and Muhammad Shazzad Hossain. "Behavior of soil heave inside stiffened caissons being installed in clay." Canadian Geotechnical Journal 55, no. 5 (May 2018): 698–709. http://dx.doi.org/10.1139/cgj-2016-0667.

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Abstract (sommario):

The length of suction caisson anchors has been increasing to support increasing dimensions and weight of floating facilities, which necessitates employing horizontal ring stiffeners at intervals along the inner wall of the thin skirt of caissons to ensure structural integrity. The addition of these stiffeners has created significant uncertainties regarding soil flow mechanisms, in particular soil heave inside the caisson, which may reduce the caisson final penetration depth and influence the process of installation due to the need to avoid inside soil suction in the pumping equipment. This pap

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10

Jin, Shu Cheng, Yong Tao Zhang, and Qi He Wu. "A Study on the Failure Mechanism of Suction Caisson under Vertical Load." Applied Mechanics and Materials 256-259 (December 2012): 1985–89. http://dx.doi.org/10.4028/www.scientific.net/amm.256-259.1985.

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As a new type of deep water offshore foundation, suction caisson is widely used to offshore structures. However, the current methods of evaluation and design cannot meet the increasing requirement of engineering practice. In this dissertation, the studies are emphasized on finite element method for analyzing the suction caisson bearing capacity behavior and the failure mechanism under the vertical load. Based on studying the vertical bearing behavior of caissons with different ratio of length to diameter L / D, it shown that as L / D increases, the vertical bearing capacity growth slowed.

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11

Clukey, Edward C., Charles P. Aubeny, and James D. Murff. "Comparison of Analytical and Centrifuge Model Tests for Suction Caissons Subjected to Combined Loads." Journal of Offshore Mechanics and Arctic Engineering 126, no. 4 (November 1, 2004): 364–67. http://dx.doi.org/10.1115/1.1834624.

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A plastic limit formulation was previously developed for estimating caisson uplift in cohesive soils under general conditions of vertical, horizontal, and inclined loading. The formulation considers the effects of soil shear strength profile, caisson aspect ratio, anchor line attachment depth, and load inclination angle. Load capacity predictions from the plastic limit analyses are compared to data measured in seven centrifuge tests in which model caissons are subjected to purely vertical and inclined loads of various orientations. The effect of a bevel at the caisson tip is also investigated.

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12

Wallace, Jeff F., and Cassandra J. Rutherford. "Response of suction caissons for tidal current turbine applications in soft clay to monotonic and cyclic vertical loading." Canadian Geotechnical Journal 55, no. 4 (April 2018): 551–62. http://dx.doi.org/10.1139/cgj-2016-0133.

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Abstract (sommario):

In soft marine clays, suction caissons provide a foundation system for tidal current turbines that further promote the sustainable nature of the system by allowing for their removal at the end of the structure’s design life. When configured as a multipod, the moment loads resulting from the horizontal flow of water will be transferred to the suction caissons as compression–uplift loads on opposing foundation legs. The behavior of a suction caisson in soft clay was investigated at aspect ratios of 1 and 2 under monotonic and cyclic vertical loading applicable to multipod-supported tidal current

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13

Wang, Zhi Yun, Mao Tian Luan, and Lu Shen. "Bearing Capacity of Suction Caisson Foundations Using FEM Analysis." Advanced Materials Research 243-249 (May 2011): 2112–15. http://dx.doi.org/10.4028/www.scientific.net/amr.243-249.2112.

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To understand features of bearing capacity of suction caisson foundation is one of the key issues in design and construction of deep-water marine structures. In this paper, the general-purpose finite element analysis package ABAQUS is employed to conduct three-dimensional numerical analyses on load-carrying features of suction caisson foundation under vertically uplift load, horizontal load and moment. Then the ultimate bearing capacity of suction caisson foundation for undrained condition of the soil is evaluated by displacing-controlling procedure. Moreover, three-dimensional failure envelop

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14

Sawicki, Andrzej, Łukasz Wachowski, and Marek Kulczykowski. "The Pull-out Capacity of Suction Caissons in Model Investigations." Archives of Hydro-Engineering and Environmental Mechanics 63, no. 2-3 (December 1, 2016): 157–71. http://dx.doi.org/10.1515/heem-2016-0010.

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AbstractA small-scale model experiment on the pull-out resistance of suction caissons is described. The pull-out force and suction developed within the caisson in the extraction process were recorded during the experiment. A simple breakout model, together with an elementary static formulae, is applied to predict the results obtained experimentally. There is a reasonably good agreement between the experimental results and predictions. An extensive discussion of the approach applied is included. The analysis presented in this paper is original, as it differs from other approaches mentioned in t

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15

Gong, Xiu Bin, Qing Lai Fan, and Ke Wu. "Bearing Capacity of Suction Caisson for Offshore Floating Wind Turbine." Advanced Materials Research 243-249 (May 2011): 4718–22. http://dx.doi.org/10.4028/www.scientific.net/amr.243-249.4718.

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Presented in this paper are the three-dimensional nonlinear finite element analyses of the failure envelopes of suction caisson under torsion, vertical and lateral pullout combined load in soft clay. The soft clay under undrained condition is simulated by perfectly elasto-plastic Tresca model. Through the numerical analyses, the failure envelopes for combined loading (V-T、H-T、V-H-T) of suction caisson is reviewed. And the mathematical expression of failure envelope is deduced. It is shown that (1) the circular plastic failure area is outward-extending. (2) The bearing capacity of suction caiss

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16

Liu, Wei, Zhihuai Huang, and Mi Zhou. "Numerical Study on the Behavior of Square Stiffened Caissons Penetrating into Normally Consolidated Clay." Advances in Civil Engineering 2021 (August 30, 2021): 1–10. http://dx.doi.org/10.1155/2021/1607854.

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Significant difference between predicted and measured installation resistance of stiffened suction caissons was identified due to the existing uncertainty regarding the mobilized soil flow mechanisms. This paper describes an extensive investigation of square stiffened caisson penetration in nonhomogeneous clays undertaken through large deformation FE (LDFE) analysis to identify the soil flow mechanisms around and between lateral ring stiffeners. A detailed parametric study has been carried out, exploring a range of nondimensional parameters related to stiffened caisson geometry, caisson roughn

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17

Zhu, Bin, De-qiong Kong, Ren-peng Chen, Ling-gang Kong, and Yun-min Chen. "Installation and lateral loading tests of suction caissons in silt." Canadian Geotechnical Journal 48, no. 7 (July 2011): 1070–84. http://dx.doi.org/10.1139/t11-021.

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Abstract (sommario):

A number of potential offshore wind turbines in China will be constructed in sandy silt seabeds, and the mono-caisson foundation is an important choice for these offshore wind turbines. A program of large-scale model tests on suction installation and lateral loading of caisson foundations in saturated silt were carried out in a large soil tank at Zhejiang University. Test results of installation resistance during suction installation show that the seepage effect is limited in silt, and the suction required to penetrate the caisson can be well predicted based on the sleeve friction and cone res

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18

Wang, Zhi Yun, Yue Sun, and Chuan Cheng Wang. "Numerical Simulation of Ultimate Capacity of Suction Caisson Foundations by FEM." Applied Mechanics and Materials 170-173 (May 2012): 3478–81. http://dx.doi.org/10.4028/www.scientific.net/amm.170-173.3478.

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Abstract (sommario):

As a newly developed type of foundation for deep water offshore and marine engineering, the suction caisson is usually subjected to combined loading of vertically uplift load, horizontal load and moment. Performance evaluation and design theory for such a new type of foundation can not meet the basic requirements of engineering practice sufficiently at present. In this paper, the general-purpose finite element analysis package ABAQUS is employed to conduct three-dimensional numerical analyses on load-carrying features of suction caisson foundation. Then the ultimate bearing capacity of suction

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19

Cox, James A., and Subhamoy Bhattacharya. "Serviceability of suction caisson founded offshore structures." Proceedings of the Institution of Civil Engineers - Geotechnical Engineering 170, no. 3 (June 2017): 273–84. http://dx.doi.org/10.1680/jgeen.16.00088.

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20

Byrne, Byron, Guy Houlsby, Chris Martin, and Peter Fish. "Suction Caisson Foundations for Offshore Wind Turbines." Wind Engineering 26, no. 3 (May 2002): 145–55. http://dx.doi.org/10.1260/030952402762056063.

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This paper outlines a £ 1.5m, three year, research project that commenced during the middle of 2002 to determine a design framework for shallow foundations for offshore wind turbines. The shallow foundations in focus are suction-installed skirted foundations otherwise known as suction caissons (Houlsby and Byrne, 2000). There are eight distinct themes to the research covering all aspects of the geotechnical performance of these foundations. The funding for the project has been obtained from the Department of Trade and Industry (£ 917k), Industrial Partners (£ 373k) and the Engineering and Phys

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21

Aubeny, Charles, Seung-Woon Han, and James D. Murff. "Suction Caisson Capacity in Anisotropic, Purely Cohesive Soil." International Journal of Geomechanics 3, no. 2 (December 2003): 225–35. http://dx.doi.org/10.1061/(asce)1532-3641(2003)3:2(225).

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22

Takatani, Tomiya, and Yoshi-hiko Maeno. "Dynamic Response of Caisson Structure with Suction Effect." PROCEEDINGS OF CIVIL ENGINEERING IN THE OCEAN 11 (1995): 375–80. http://dx.doi.org/10.2208/prooe.11.375.

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23

Tran, M. N., and M. F. Randolph. "Variation of suction pressure during caisson installation in sand." Géotechnique 58, no. 1 (February 2008): 1–11. http://dx.doi.org/10.1680/geot.2008.58.1.1.

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24

Takatani, Tomiya, Yoshihiko Maeno, Shigeo Takahashi, and Kenichiro Shimosako. "Dynamic Response of Seabed around Caisson Structure with Suction." PROCEEDINGS OF CIVIL ENGINEERING IN THE OCEAN 12 (1996): 219–24. http://dx.doi.org/10.2208/prooe.12.219.

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25

Kim, Yusuk, Bertrand Teodosio, and Jaehun Ahn. "Investigation of Behavior of Suction Caisson Anchors based on Single-Wall and Double-Wall Model Caissons." Journal of Korean Society of Hazard Mitigation 14, no. 2 (April 30, 2014): 107–13. http://dx.doi.org/10.9798/kosham.2014.14.2.107.

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26

Guo, Wei, Jian Chu, and Hailei Kou. "Model tests of soil heave plug formation in suction caisson." Proceedings of the Institution of Civil Engineers - Geotechnical Engineering 169, no. 2 (April 2016): 214–23. http://dx.doi.org/10.1680/jgeen.15.00032.

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27

Luke, Adam M., Alan F. Rauch, Roy E. Olson, and Elliott C. Mecham. "Components of suction caisson capacity measured in axial pullout tests." Ocean Engineering 32, no. 7 (May 2005): 878–91. http://dx.doi.org/10.1016/j.oceaneng.2004.10.007.

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28

Houlsby, Guy T., and Byron W. Byrne. "Suction Caisson Foundations for Offshore Wind Turbines and Anemometer Masts." Wind Engineering 24, no. 4 (July 2000): 249–55. http://dx.doi.org/10.1260/0309524001495611.

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29

Liu, Jinzhong, Xuguang Chen, Zhende Zhu, Baotian Wang, Fushun Liu, Jianpeng Xu, and Mingsheng Zhang. "Investigation of scour effects on lateral behaviors of suction caisson." Marine Georesources & Geotechnology 37, no. 2 (February 15, 2018): 142–51. http://dx.doi.org/10.1080/1064119x.2017.1407975.

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30

Kim, Yeesock, Jaehun Ahn, and Jongwon Jung. "Fuzzy modeling of holding capacity of offshore suction caisson anchors." International Journal for Numerical and Analytical Methods in Geomechanics 41, no. 7 (January 13, 2017): 1038–54. http://dx.doi.org/10.1002/nag.2664.

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31

Lee, Hanmin, Jaehun Ahn, and Yun-Tae Kim. "Holding Capacity of a Suction Caisson Anchor in Uniform Cohesive Soils." Journal of Korean Society of Hazard Mitigation 13, no. 2 (April 30, 2013): 111–16. http://dx.doi.org/10.9798/kosham.2013.13.2.111.

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32

Ahmed, Sheikh Sharif, and Bipul Chandra Hawlader. "Numerical Analysis of Inclined Uplift Capacity of Suction Caisson in Sand." International Journal of Offshore and Polar Engineering 25, no. 2 (June 1, 2015): 145–55. http://dx.doi.org/10.17736/ijope.2015.cg11.

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33

Koh, Kai Xiang, Youngho Kim, and Muhammad Shazzad Hossain. "Cyclic response of a stiffened suction caisson anchor in calcareous silt." Ocean Engineering 201 (April 2020): 107097. http://dx.doi.org/10.1016/j.oceaneng.2020.107097.

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34

Muduli, Pradyut Kumar, Manas Ranjan Das, Pijush Samui, and Sarat Kumar Das. "Uplift Capacity of Suction Caisson in Clay Using Artificial Intelligence Techniques." Marine Georesources & Geotechnology 31, no. 4 (October 2013): 375–90. http://dx.doi.org/10.1080/1064119x.2012.690827.

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35

Zhang, Yukun, Dayong Li, and Fuquan Chen. "Experimental studies on sand plug formation in suction caisson during extraction." Marine Georesources & Geotechnology 36, no. 7 (March 6, 2018): 795–804. http://dx.doi.org/10.1080/1064119x.2017.1390709.

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36

Zhu, B., B. W. Byrne, and G. T. Houlsby. "Long-Term Lateral Cyclic Response of Suction Caisson Foundations in Sand." Journal of Geotechnical and Geoenvironmental Engineering 139, no. 1 (January 2013): 73–83. http://dx.doi.org/10.1061/(asce)gt.1943-5606.0000738.

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37

Zhao, L., C. Gaudin, C. D. O’Loughlin, J. P. Hambleton, M. J. Cassidy, and M. Herduin. "Drained Capacity of a Suction Caisson in Sand under Inclined Loading." Journal of Geotechnical and Geoenvironmental Engineering 145, no. 2 (February 2019): 04018107. http://dx.doi.org/10.1061/(asce)gt.1943-5606.0001996.

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38

Harireche, Ouahid, Moura Mehravar, and Amir M. Alani. "Suction caisson installation in sand with isotropic permeability varying with depth." Applied Ocean Research 43 (October 2013): 256–63. http://dx.doi.org/10.1016/j.apor.2013.10.008.

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Ahn, Jaehun, Hanmin Lee, and Yun-Tae Kim. "Holding Capacity of Shallow Suction Caisson Anchor based on Finite Element Analysis." Journal of Korean Society of Hazard Mitigation 13, no. 1 (February 28, 2013): 153–59. http://dx.doi.org/10.9798/kosham.2013.13.1.153.

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40

Zeinoddini, M., S. A. Mousavi, and M. R. Abdi. "Simulation of Suction Caisson Penetration in Seabed Using an Adaptive Mesh Technique." Procedia Engineering 14 (2011): 1721–28. http://dx.doi.org/10.1016/j.proeng.2011.07.216.

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41

Samui, Pijush, Sarat Das, and Dookie Kim. "Uplift capacity of suction caisson in clay using multivariate adaptive regression spline." Ocean Engineering 38, no. 17-18 (December 2011): 2123–27. http://dx.doi.org/10.1016/j.oceaneng.2011.09.036.

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42

Ahn, Jaehun, Hanmin Lee, and Yun-Tae Kim. "Finite Element Analysis of the Holding Capacity of Shallow Suction Caisson Anchors." Marine Georesources & Geotechnology 33, no. 1 (September 17, 2014): 33–44. http://dx.doi.org/10.1080/1064119x.2013.778377.

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43

Zhu, Bin, Wen-long Zhang, Pan-pan Ying, and Yun-min Chen. "Deflection-Based Bearing Capacity of Suction Caisson Foundations of Offshore Wind Turbines." Journal of Geotechnical and Geoenvironmental Engineering 140, no. 5 (May 2014): 04014013. http://dx.doi.org/10.1061/(asce)gt.1943-5606.0001107.

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44

Koh, Kai Xiang, Muhammad Shazzad Hossain, and Youngho Kim. "Installation and Monotonic Pullout of a Suction Caisson Anchor in Calcareous Silt." Journal of Geotechnical and Geoenvironmental Engineering 143, no. 2 (February 2017): 04016098. http://dx.doi.org/10.1061/(asce)gt.1943-5606.0001604.

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45

Efthymiou, Georgia, and George Gazetas. "Elastic Stiffnesses of a Rigid Suction Caisson and Its Cylindrical Sidewall Shell." Journal of Geotechnical and Geoenvironmental Engineering 145, no. 2 (February 2019): 06018014. http://dx.doi.org/10.1061/(asce)gt.1943-5606.0002013.

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46

Dai, Guo-liang, Wen-bo Zhu, Qian Zhai, Wei-ming Gong, and Xue-liang Zhao. "Upper Bound Solutions for Uplift Ultimate Bearing Capacity of Suction Caisson Foundation." China Ocean Engineering 33, no. 6 (December 2019): 685–93. http://dx.doi.org/10.1007/s13344-019-0066-9.

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47

Zhao, L., M. F. Bransby, and C. Gaudin. "Centrifuge observations on multidirectional loading of a suction caisson in dense sand." Acta Geotechnica 15, no. 6 (April 29, 2020): 1439–51. http://dx.doi.org/10.1007/s11440-020-00970-4.

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48

Cheng, L., M. S. Hossain, Y. Hu, Y. H. Kim, and S. N. Ullah. "Failure envelope of suction caisson anchors subjected to combined loadings in sand." Applied Ocean Research 114 (September 2021): 102801. http://dx.doi.org/10.1016/j.apor.2021.102801.

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49

Fu, Dengfeng, Britta Bienen, Christophe Gaudin, and Mark Cassidy. "Undrained capacity of a hybrid subsea skirted mat with caissons under combined loading." Canadian Geotechnical Journal 51, no. 8 (August 2014): 934–49. http://dx.doi.org/10.1139/cgj-2013-0330.

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Abstract (sommario):

Skirted mudmats are commonly used to support offshore infrastructure. However, these may not be able to provide sufficient capacity to notably withstand the lateral loads applied by jumpers and connectors. The concept of hybrid foundation system was therefore proposed to enhance the capacity in a targeted fashion, through addition of internal suction caisson compartments. This paper presents a numerical investigation into the undrained bearing capacity of a rectangular-shaped hybrid foundation with two caisson units. Uniaxial capacities under vertical, horizontal, and moment loading are report

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Mehravar, Moura, Ouahid Harireche, Asaad Faramarzi, and Amir M. Alani. "Modelling the variation of suction pressure during caisson installation in sand using FLAC3D." Ships and Offshore Structures 12, no. 7 (July 2, 2015): 893–99. http://dx.doi.org/10.1080/17445302.2015.1051311.

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