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Analytical solution for wave-induced response of isotropic poro-elastic seabed 被引量:2
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作者 ZHANG YongLi & LI Jie Department of Building Engineering, Tongji University, Shanghai 200092, China 《Science China(Technological Sciences)》 SCIE EI CAS 2010年第10期2619-2629,共11页
By use of separation of variables,the governing equations describing the Biot consolidation model is firstly transformed into a complex coefficient linear homogeneous ordinary differential equation,and the general sol... By use of separation of variables,the governing equations describing the Biot consolidation model is firstly transformed into a complex coefficient linear homogeneous ordinary differential equation,and the general solution of the horizontal displacement of seabed is constructed by employing a complex wave number,thus,all the explicit analytical solutions of the Biot consolidation model are determined. By comparing with the experimental results and analytical solution of Yamamoto etc. and the analytical solution of Hsu and Jeng,the validity and superiority of the suggested solution are verified. After investigating the influence of seabed depth on the wave-induced response of isotropic poro-elastic seabed based on the present theory,it can be concluded that the influence depth of wave-induced hydrodynamic pressure in the seabed is equal to the wave length. 展开更多
关键词 linear wave dynamic water pressure SEABED ANALYTICAL solution biot consolidation model
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球面各向同性圆球土样的Biot固结模型 被引量:2
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作者 纪多辙 和燕 陈维愿 《陕西理工学院学报(自然科学版)》 2005年第3期42-44,52,共4页
利用B iot固结的基本理论和球面各向同性弹性力学的一般理论,建立了球面各向同性圆球土样B iot固结问题的数学模型,在此基础上,应用Fourier,Laplace,及Hankel变换等数理方法求出其解析解;也可应用数值分析的方法进行编程计算。因此,模... 利用B iot固结的基本理论和球面各向同性弹性力学的一般理论,建立了球面各向同性圆球土样B iot固结问题的数学模型,在此基础上,应用Fourier,Laplace,及Hankel变换等数理方法求出其解析解;也可应用数值分析的方法进行编程计算。因此,模型的建立对其后的求解工作及B iot固结理论的扩展有重要的意义。 展开更多
关键词 球面各向同性 圆球土样 biot固结模型
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