Probabilistic evaluation of lateral extent of soil liquefaction under earthquake loading
โ Scribed by J.A. Pires; A.H-S. Ang; I. Katayama
- Publisher
- Elsevier Science
- Year
- 1994
- Tongue
- English
- Weight
- 723 KB
- Volume
- 147
- Category
- Article
- ISSN
- 0029-5493
No coin nor oath required. For personal study only.
๐ SIMILAR VOLUMES
This paper presents a seismic wave energy-based method with back-propagation neural networks to assess the liquefaction probability. An empirical equation and Fourier spectrum of acceleration are employed, respectively, to calculate the seismic wave energy. Discriminant analysis is used to determine
The paper presents a mathematical model for the deformation of soil under irregular cyclic loading in the simple-shear conditions. The model includes the possible change in the effective pressure in saturated soil due to the cyclic shearing, the reciprocal influence of the effective pressure on the
In the paper results of model tests and anatyticat studies on the overturning resistance and rotational behavior of building foundations under static Lateral Loading are described.