๐”– Bobbio Scriptorium
โœฆ   LIBER   โœฆ

Determination of lateral passive soil pressure and its effect on tunnel stresses

โœ Scribed by M.A. Drucker

Publisher
Elsevier Science
Year
1943
Tongue
English
Weight
525 KB
Volume
235
Category
Article
ISSN
0016-0032

No coin nor oath required. For personal study only.

๐Ÿ“œ SIMILAR VOLUMES

Effects of dynamic soil behavior and wav
Effects of dynamic soil behavior and wave non-linearity on the wave-induced pore pressure and effective stresses in porous seabed
โœ D.-S. Jeng; D.H. Cha ๐Ÿ“‚ Article ๐Ÿ“… 2003 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 379 KB

Most previous investigations for the wave-induced soil response have only considered the quasi-static soil behavior under linear wave loading. However, it is expected that the dynamic soil behavior and wave non-linearity will play an important role in the evaluation of waveinduced seabed response. I

Transverse shear stress failure of Kevla
Transverse shear stress failure of Kevlar 49 composite and its effect on life of overwrapped pressure vessels
โœ Clarence J Wesselski ๐Ÿ“‚ Article ๐Ÿ“… 1976 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 93 KB

The nondestructive testing was conducted with X-rays and ultrasonic waves. The results of both tests correlated well and indiitcd that altbough tbe reinforcing layers showed regions which were well consolidated and fully bonded to the aluminum I-beam dangcs. there were also areas with signi8cant &bo