𝔖 Bobbio Scriptorium
✦   LIBER   ✦

Vertical Vibrations of a Rigid Foundation Embedded in a Poroelastic Half Space

✍ Scribed by Cai, Yuanqiang; Hu, Xiuqing

Book ID
119950257
Publisher
American Society of Civil Engineers
Year
2010
Tongue
English
Weight
590 KB
Volume
136
Category
Article
ISSN
0733-9399

No coin nor oath required. For personal study only.

πŸ“œ SIMILAR VOLUMES

Vertical vibration of an embedded rigid
Vertical vibration of an embedded rigid foundation in a poroelastic soil
✍ T. Senjuntichai; S. Mani; R.K.N.D. Rajapakse πŸ“‚ Article πŸ“… 2006 πŸ› Elsevier Science 🌐 English βš– 499 KB

This paper considers time-harmonic vertical vibration of an axisymmetric rigid foundation embedded in a homogeneous poroelastic soil. The soil domain is represented by a homogeneous poroelastic half space that is governed by Biot's theory of poroelastodynamics. The foundation is subjected to a time-

Vertical vibrations of a rigid disk embe
Vertical vibrations of a rigid disk embedded in a poroelastic medium
✍ Zeng, X.; Rajapakse, R. K. N. D. πŸ“‚ Article πŸ“… 1999 πŸ› John Wiley and Sons 🌐 English βš– 220 KB

This paper considers the steady-state vertical vibrations of a rigid circular disk embedded at a "nite depth below the free surface of a poroelastic medium. Biot's elastodynamic theory for porous media is used in the analysis. General solutions for axisymmetric poroelastic "elds are obtained by usin

Rocking vibrations of a rigid embedded f
Rocking vibrations of a rigid embedded foundation in a poroelastic soil layer
✍ X.Q. Hu; Y.Q. Cai; J. Wang; G.Y. Ding πŸ“‚ Article πŸ“… 2010 πŸ› Elsevier Science 🌐 English βš– 350 KB

An approximate analytical method is presented for the dynamic response of a rigid cylindrical foundation embedded in a poroelastic soil layer under the excitation of a time-harmonic rocking moment. The soil underlying the foundation base is represented by a single-layered poroelastic soil based on r

Vertical dynamic response of a rigid fou
Vertical dynamic response of a rigid foundation embedded in a poroelastic soil layer
✍ Y. Q. Cai; X. Q. Hu; C. J. Xu; Z. S. Hong πŸ“‚ Article πŸ“… 2009 πŸ› John Wiley and Sons 🌐 English βš– 318 KB

## Abstract A simplified analytical method is presented for the vertical dynamic analysis of a rigid, massive, cylindrical foundation embedded in a poroelastic soil layer. The foundation is subjected to a time‐harmonic vertical loading and is perfectly bonded to the surrounding soil in the vertical