1. Anisotropic seepage problems containing sheet piles using dual BEM
1 H.-K. Hong and J.T. Chen, 1988, Derivations of integral equations of elasticity, Vol.114, No.6, 1988, pp
主力戰將：洪宏基
2 J.T. Chen, H.-K. Hong and S.W. Chyuan, 1994, Boundary element analysis and design in seepage problems using dual integral formulation,Vol.17, pp.1-20.
主力戰將：陳正宗
3 J.T. Chen, and K.H. Chen, 1998, Dual integral formulation for determining the acoustic modes of a two-dimensional cavity with a degenerate boundary, Vol.21, pp
主力戰將：陳桂鴻
4 J.T. Chen and H.-K. Hong, 1999, Review of dual boundary element methods with emphasis on hypersingular integrals and divergent series, Vol.52, No.1, January, 1999, pp
主力戰將：陳正宗
5 K.H. Chen, J.T. Chen, C.R. Chou and C.Y. Yueh, 2002, Dual boundary element analysis of oblique incident wave passing a thin submerged breakwater, Vol.26, pp
主力戰將：陳桂鴻
6 K.H. Chen, J.T. Chen, S.Y. Lin, and Y.T. Lee, 2004, Dual boundary element analysis of normal incident wave passing a thin submerged breakwater with rigid, absorbing, and permeable boundaries, Vol.130, No.4, 2004, pp
主力戰將：陳桂鴻
7 If the soil is anisotropic rather than isotropic,what happen for the seepage problems containing a sheet ? pile？
Citing records
Scopus
WOS
 EMD, ASCE, 1988
187
128
 AMR, ASME, 1999
144
174
System h1 h2
Journal B7 B4 B6 B5 B1 B3
▽．( K． ▽Φ) = 0 B2
Anisotropic problem of seepage flow with sheet piles under a dam.
ISI and Scopus information updated June 14, 2013
. Chen製 J.T. Chen（陳正宗）
異向滲流海報.ppt