๐”– Bobbio Scriptorium
โœฆ   LIBER   โœฆ

New models for shallow foundations

โœ Scribed by A.M. Hanna; W.H. Hadid


Publisher
Elsevier Science
Year
1987
Weight
552 KB
Volume
9
Category
Article
ISSN
0270-0255

No coin nor oath required. For personal study only.


๐Ÿ“œ SIMILAR VOLUMES


Efficient 3D nonlinear Winkler model for
โœ H. El Ganainy; M.H. El Naggar ๐Ÿ“‚ Article ๐Ÿ“… 2009 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 614 KB

This paper presents a new practical modeling approach, based on the beam-on-a-nonlinear Winkler foundation (BNWF) model, to simulate the 3D rocking, vertical and horizontal responses of shallow foundations using structural elements that are readily available in the element library of commercially av

Ultimate bearing capacity prediction of
โœ D. Padmini; K. Ilamparuthi; K.P. Sudheer ๐Ÿ“‚ Article ๐Ÿ“… 2008 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 435 KB

This study explores the potential of neurofuzzy computing paradigm to predict the ultimate bearing capacity of shallow foundations on cohesionless soils. The neurofuzzy models combine the transparent, linguistic representation of a fuzzy system with the learning ability of Artificial Neural Networks

Mechanisms of failure for shallow founda
โœ J.A. Knappett; S.K. Haigh; S.P.G. Madabhushi ๐Ÿ“‚ Article ๐Ÿ“… 2006 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 774 KB

It is widely known that the bearing capacity of a shallow foundation is reduced when the foundation is subjected to rocking moments and horizontal loads during an earthquake event. Analytical solutions generally require an assumption to be made of the kinematic failure mechanism in the soil, when th