Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
This paper presents selected elements of a laboratory prototype of a new in situ geotechnical testing system. The testing system, currently under construction, is intended to provide improved measures of the in situ nonlinear shear stress-strain characteristics of the upper layers of a soil deposit. Such information is needed for earthquake site response analysis procedures used to predict the behavior of sites during earthquakes. Such procedures are commonly used at the advanced stages of the earthquake resistant design of critical soil-structure-equipment systems (offshore structures, hospitals, dams, etc.) The elements of the testing system described in this paper are elements intended to help preserve in situ conditions. 5 refs., 3 figs. (ERA citation 14:018463)
This paper presents selected elements of a laboratory prototype of a new in situ geotechnical testing system. The testing system, currently under construction, is intended to provide improved measures of the in situ nonlinear shear stress-strain characteristics of the upper layers of a soil deposit. Such information is needed for earthquake site response analysis procedures used to predict the behavior of sites during earthquakes. Such procedures are commonly used at the advanced stages of the earthquake resistant design of critical soil-structure-equipment systems (offshore structures, hospitals, dams, etc.) The elements of the testing system described in this paper are elements intended to help preserve in situ conditions. 5 refs., 3 figs. (ERA citation 14:018463)
Laboratory Prototype of In situ Cyclic and Dynamic Geotechnical Testing System
1987
8 pages
Report
Keine Angabe
Englisch
Manual of geotechnical laboratory soil testing
TIBKAT | 2022
|Dynamic geotechnical testing II
TIBKAT | 1994
|Virtual Simulator for Advanced Geotechnical Laboratory Testing
British Library Conference Proceedings | 2006
|