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Jingyao Ma, Hongyi Zhao and Dong-Sheng Jeng
Suction anchors play a crucial role as marine supporting infrastructure within mooring systems. In engineering practice, the composite load comprising nonlinear waves and cyclic pull-out loads can have adverse effects on the seabed soil, posing a threat ...
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Zhipeng Wan, Lin Cui and Dong-Sheng Jeng
The evaluation of wave-induced residual pore pressure in a porous seabed and associated seabed liquefaction is essential for designing marine infrastructure foundations. The strength and stiffness of the seabed could be weakened due to the build-up of po...
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Runshen Wang, Dominic E. L. Ong, Mohammud I. Peerun and Dong-Sheng Jeng
The study of soil?structure interface behavior contributes to the fundamental understanding of engineering performance and foundation design optimization. Previous research studies the effect of soil characteristics and surface roughness property on the ...
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Mingyuan Ma, Hong Zhang, Dong-Sheng Jeng and Chien Ming Wang
In the present study, a semi-analytical model based on the small-amplitude wave theory is developed to describe the wave fields around a single gravity-type cylindrical open fish net cage. The cage may be submerged to different depths below the free-wate...
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Jian-Feng Zhu, Hong-Yi Zhao, Ri-Qing Xu, Zhan-You Luo and Dong-Sheng Jeng
This paper presents a simple but workable constitutive model for the stress?strain relationship of sandy soil during the process of tunneling construction disturbance in coastal cities. The model was developed by linking the parameter K and internal angl...
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Zhen Guo, Yi Hong and Dong-Sheng Jeng
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Hualing Zhai, Dong-Sheng Jeng and Zhen Guo
Pipelines have been used as one of the main transportation methods for the offshore industry, with increasing activities in marine resources recently. Prediction of seabed instability is one of key factors that must be taken into consideration for an off...
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Xiaolei Liu, Qing Yang, Yin Wang, Dong-Sheng Jeng and Hendrik Sturm
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Dong-Sheng Jeng, Jisheng Zhang and Özgür Kirca
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Zhengxu Li, Dong-Sheng Jeng, Jian-Feng Zhu and Hongyi Zhao
Principal stress rotation (PSR) is an important feature for describing the stress status of marine sediments subject to cyclic loading. In this study, a one-way coupled numerical model that combines the fluid model (for wave?current interactions) and the...
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Xiao Xiao Wang, Dong-Sheng Jeng and Chia-Cheng Tsai
The evaluation of the wave-induced seabed instability around a submarine pipeline is particularly important for coastal engineers involved in the design of pipelines protection. Unlike previous studies, a meshfree model is developed to investigate the wa...
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Linya Chen, Dong-Sheng Jeng, Chencong Liao and Dagui Tong
Cofferdams are frequently used to assist in the construction of offshore structures that are built on a natural non-homogeneous anisotropic seabed. In this study, a three-dimensional (3D) integrated numerical model consisting of a wave submodel and seabe...
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Shuang Han, Dong-Sheng Jeng and Chia-Cheng Tsai
Seabed instability surrounding an immersed tunnel is a vital engineering issue regarding the design and maintenance for submarine tunnel projects. In this study, a numerical model based on the local radial basis function collocation method (LRBFCM) is de...
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Shaohua Wang, Pandi Wang, Hualing Zhai, Qibo Zhang, Linya Chen, Lunliang Duan, Yifei Liu and Dong-Sheng Jeng
In this paper, the results of a series of experiments on wave-induced pore-water pressures around a mono-pile are presented. Unlike the previous study, in which the mono-pile was fully buried, the mono-pile in this study was installed at 0.6 m below the ...
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