A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Study of excess earth and pore pressure of water saturated soil during earthquakes, shows that dynamic pore pressure should be considered apart from earth pressure for design of quay walls; quay walls undergo excess pressure consisting of excess earth pressure plus excess dynamic pore pressure; according to theoretical calculations dynamic pore pressure -- resultant force and point of application acting on quay walls are shown.
Study of excess earth and pore pressure of water saturated soil during earthquakes, shows that dynamic pore pressure should be considered apart from earth pressure for design of quay walls; quay walls undergo excess pressure consisting of excess earth pressure plus excess dynamic pore pressure; according to theoretical calculations dynamic pore pressure -- resultant force and point of application acting on quay walls are shown.
Dynamic pore water pressure acting on quay walls during earthquakes
New Zealand. World Conf Earthquake Eng -- Proc
Proceedings of the 3rd World Conference on Earthquake Engineering ; 1965
1965
Conference paper
English
© Metadata Copyright Elsevier B. V. All rights reserved.
Excess Pore Water Pressure Behind Quay Walls
| British Library Conference Proceedings | 1997
Evaluation of force components acting on gravity type quay walls during earthquakes
| British Library Online Contents | 2004
Shaking induced water pressure acting on quay walls
| British Library Conference Proceedings | 2001
Evaluation of force components acting on gravity type quay walls during earthquakes
Online Contents | 2004