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Jinzhong Dou, Jinjian Chen, Chencong Liao, Min Sun and Lei Han
In saturated fine-grained soil, the development and dissipation of excess pore water pressure (EPWP) during and after pile jacking change the effective stress of the surrounding soil, and thereby affect the pile set-up. In this paper, the entire process ...
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Qingyun Yuan, Chencong Liao and Xianglian Zhou
Mat foundations are widely used in jack-up offshore platforms to support and transfer loads. Regarding mat foundations working on the seabed, the excess wave-induced pore pressure is critical to seabed stability, which may finally cause structural failur...
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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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Cynthia Su Xin Foo, Chencong Liao and Jinjian Chen
The evaluation of the wave-induced seabed response around a buried pipeline has been widely studied. However, the analysis of seabed response around marine structures under the wave and current loadings are still limited. In this paper, an integrated num...
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Dagui Tong, Chencong Liao, Jinjian Chen and Qi Zhang
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Chencong Liao, Dongsheng Jeng, Zaibin Lin, Yakun Guo and Qi Zhang
The interaction between wave and offshore deposits is of great importance for the foundation design of marine installations. However, most previous investigations have been limited to connecting separated wave and seabed sub-models with an individual int...
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