Applied Mathematics and Mechanics (English Edition) ›› 1992, Vol. 13 ›› Issue (10): 917-927.

• 论文 • 上一篇    下一篇

FINITE LAYER ANALYSIS FOR SEMI-INFINITE SOILS (Ⅰ)——GENERAL THEORY

杨正文, 卢文达   

  1. Shanghai Univ. of Tech., Shanghai Institute of Appl. Math. & Mech., Shanghai
  • 收稿日期:1991-09-16 出版日期:1992-10-18 发布日期:1992-10-18

FINITE LAYER ANALYSIS FOR SEMI-INFINITE SOILS (Ⅰ)——GENERAL THEORY

Yang Zheng-wen, Loo Wen-da   

  1. Shanghai Univ. of Tech., Shanghai Institute of Appl. Math. & Mech., Shanghai
  • Received:1991-09-16 Online:1992-10-18 Published:1992-10-18

摘要: In the present paper a finite layer method is studied for the flastodynarnics of transverse isotropic bodies. With this method, semi-infinite soils can be considered as an transverse isotropic half-space, its material functions varying with depth. Dividing the half-space into a scries of layers in the direction of depth, the material junctions in each layer are simulated by exponential functions Consequently, the fundamental equations to be solved can be simplified if the Fourier transform with repsect to coordinates is used. We have obtained the relationship between the "layer forces" and "layer displacements". This finite layer method, in fact, can also be called a semi-analytical method. It possesses those advantages as the usual semi-analytical methods do, and can be used to analyse the problem of the interaction between soils and structures.

关键词: finite layer method, transverse isotropy, semi-infinite region, elastodynamics

Abstract: In the present paper a finite layer method is studied for the flastodynarnics of transverse isotropic bodies. With this method, semi-infinite soils can be considered as an transverse isotropic half-space, its material functions varying with depth. Dividing the half-space into a scries of layers in the direction of depth, the material junctions in each layer are simulated by exponential functions Consequently, the fundamental equations to be solved can be simplified if the Fourier transform with repsect to coordinates is used. We have obtained the relationship between the "layer forces" and "layer displacements". This finite layer method, in fact, can also be called a semi-analytical method. It possesses those advantages as the usual semi-analytical methods do, and can be used to analyse the problem of the interaction between soils and structures.

Key words: finite layer method, transverse isotropy, semi-infinite region, elastodynamics

APS Journals | CSTAM Journals | AMS Journals | EMS Journals | ASME Journals