The Winkler model and its application to soil

[asim99]

The Winkler model and its application to soil

Author: Barden, Laing | Size: 260 KB | Format: PDF | Quality: Unspecified | Publisher: The Structural Engineer | Year: 1963 | pages: 2

Theoretical Investigation An approximate general solution1 has been presented for contact pressures of finite beams resting on idealized models of the soil. The foundation models treated include: (a) Winkler model of isolated springs; (b) homogeneous anisotropic half-space, isotropy being a special case © non-homogeneous half-space, compressibility decreasing with depth LAING BARDEN

Code:

Content of this section is hidden, You must be registered and upgrade your account to see this content.

🔽🔽🔽🔽🔽🔽🔽🔽🔽
See this link to read how you can remove this limitation:
👉 CLICK HERE 👈

This post has been made by CivilEA Post-Generator v2.2.0