Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Consolidation around pore pressure meters
Reference made to newest type of pore pressure meter at Delft Soil Mechanics Laboratory in Netherlands; response of meter on variations in loading conditions of surrounding soil is retarded by necessity that pore water has to enter instrument; this property is introduced as coefficient influencing boundary conditions; calculation of response as function of time, involving 3-dimensional consolidation theory.
Consolidation around pore pressure meters
Reference made to newest type of pore pressure meter at Delft Soil Mechanics Laboratory in Netherlands; response of meter on variations in loading conditions of surrounding soil is retarded by necessity that pore water has to enter instrument; this property is introduced as coefficient influencing boundary conditions; calculation of response as function of time, involving 3-dimensional consolidation theory.
Consolidation around pore pressure meters
J Applied Physics
deJong, G. de J. (Autor:in)
1953
7 pages
Aufsatz (Zeitschrift)
Englisch
© Metadata Copyright Elsevier B. V. All rights reserved.
Consolidation Settlements and Pore Pressure Dissipation
British Library Conference Proceedings | 1994
|Consolidation analysis with pore water pressure measurements
British Library Online Contents | 2000
|Consolidation analysis with pore water pressure measurements
British Library Online Contents | 1999
|Pressure requirements for consolidation grouting around pressure tunnels
Online Contents | 1970
|Consolidation inverse analysis using pore water pressure measurement
British Library Conference Proceedings | 2002
|