Numerical simulation of spudcan-soil interaction using an improved smoothed particle hydrodynamics (SPH) method

Wu, Hao; Njock, Pierre Guy Atangana; Chen, Jin-Jian; Shen, Shui‐Long

doi:10.1016/j.marstruc.2019.04.007

Cited by 12 publications

(4 citation statements)

References 43 publications

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“…This paradigm particularly suits for the jetting-induced trenching operation because it enables the modeling of saturated soils at a particulate level, as well as the interaction among particles. Besides, this realistic modeling approach has the prominent aptitude to allow the qualitative and quantitative motoring of the phenomenon variabilities [150][151][152][153][154][155][156][157][158][159][160]. fluctuation, soil particulate nature, multiphase soils, etc.).…”

Section: Smoothed Particle Hydrodynamics (Sph)mentioning

confidence: 99%

Perspective Review on Subsea Jet Trenching Technology and Modeling

Njock

Zheng

Zhang

et al. 2020

JMSE

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This paper presents a comprehensive review on subsea jet trenching technology via a critical analysis of its principle, mechanism, devices, modeling approaches, as well as properties of subsea sediments. This review shows that the success of jet trenching operations is closely related to some key factors including the soil conditions, trencher specifications, and characteristics of pipelines or cables. Three case histories are presented to demonstrate the importance of these key factors and their interrelationships. This paper also points out a number of challenges pertaining to the implementation of the jet trenching method in carbonate sediments, as well as some limitations and gaps in the existing modeling approaches. Future perspective researches that are recommended to develop: (1) promising theories, like turbulent submerged flow, and (2) robust numerical approaches, such as the smoothed particle hydrodynamics (SPH) and material point method (MPM) to substantiate the experimental experience and reveal possible hidden mechanisms.

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Section: Smoothed Particle Hydrodynamics (Sph)mentioning

confidence: 99%

Perspective Review on Subsea Jet Trenching Technology and Modeling

Njock

Zheng

Zhang

et al. 2020

JMSE

Self Cite

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“…There has been a growing interest in modeling the local interaction between anchors and soil with mesh-free techniques combined with a continuum mechanics approach, such as the Material Point Method (MPM) (Liang et al, 2021) and the Smoothed Particle Hydrodynamics (SPH) method (Woo et al, 2015;Wu et al, 2019;Lu and Sonoda, 2021). Other MPM applications include the simulation of avalanches (Vriend et al, 2013), the modeling of cone penetration in soils (Ceccato et al, 2017) and the design of locomotion systems in granular media (Ortiz et al, 2019).…”

Section: Introductionmentioning

confidence: 99%

Simulation of compound anchor intrusion in dry sand by a hybrid FEM+SPH method

Karsai

Liu

et al. 2023

Computers and Geotechnics

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“…Because the SPH (smoothed particle hydrodynamics) theory does not have a fixed grid, it has strong adaptability to problems such as fluid dynamics and large structural deformations. The theory is used to analyze engineering problems such as ground displacement caused by hydraulic jets [16], the flow of fresh concrete [17] and pile-soil interaction [18]. Li et al [19] introduced the SPH method into the numerical simulation of synchronous grouting in a shield tunnel [20] and analyzed the diffusion mechanism and related parameters of synchronous grouting slurry during shield tunneling, as well as the large deformation characteristics and dynamic response of the soil and grouting body [21].…”

Section: Introductionmentioning

confidence: 99%

Secondary Grouting Pressure Limit of Shield Tunnels in Loess Strata Based on Bolt Shear Behavior

Feng

Wen

et al. 2022

Period. Polytech. Civil Eng.

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A loess stratum was selected as the research object, assuming that the slurry diffuses in a hemispherical shape during secondary grouting. Based on the unified strength theory describing the failure characteristics of loess and the critical condition of bolt shear failure, the critical pressure value of the secondary grouting in loess strata was determined theoretically. The reliability of the theoretical analysis was verified by the numerical modeling realizing the large deformation of formation and the dynamic injection of slurry. The critical grouting pressure of 821.80 kPa of theoretical calculation was obtained. Comparing the results of the numerical simulation analysis, it was found that the critical grouting pressure calculated using the theoretical equation had a safety index of 1.14. Bounded by βu (the ratio of expansion radius RP of soil plastic zone to the expansion radius Ru of the slurry) equal to 2.65, the water pressure at the grouting port is the main factor affecting the upper limit of critical grouting pressure when it is less than 2.65, and the effective internal friction angle of soil layer is the main factor when it is greater than 2.65. The influence of matric suction on the upper limit of the critical grouting pressure can be ignored.

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Numerical simulation of spudcan-soil interaction using an improved smoothed particle hydrodynamics (SPH) method

Cited by 12 publications

References 43 publications

Perspective Review on Subsea Jet Trenching Technology and Modeling

Perspective Review on Subsea Jet Trenching Technology and Modeling

Simulation of compound anchor intrusion in dry sand by a hybrid FEM+SPH method

Secondary Grouting Pressure Limit of Shield Tunnels in Loess Strata Based on Bolt Shear Behavior

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