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Rate-controlled lateral-load pile tests using a robotic manipulator in centrifuge

Author
KONG, L. G1 ; ZHANG, L. M1
[1] Department of Civil Engineering, Hong Kong University of Science and Technology, Clear Water Bay, Hong-Kong
Source

ASTM geotechnical testing journal. 2007, Vol 30, Num 3, pp 192-201, 10 p ; ref : 3/4 p

CODEN
GTJODJ
ISSN
0149-6115
Scientific domain
Civil engineering; Geology
Publisher
ASTM, West Conshohocken, PA
Publication country
United States
Document type
Article
Language
English
Author keyword
centrifuge modeling laterally-loaded pile loading rate robotic manipulator
Keyword (fr)
Caractéristique sol Centrifugeuse Charge latérale Essai charge Essai sol Etude expérimentale Instrumentation Interaction sol structure Manipulateur Modélisation Moment fléchissant Pieu Robotique
Keyword (en)
Property of soil Centrifuge Lateral load Loading test(mechanics) Soil test Experimental study Instruments Structure soil interaction Manipulator Modeling Bending moment Pile Robotics
Keyword (es)
Característica suelo Centrífuga Carga lateral Ensayo carga Ensayo suelo Estudio experimental Instrumentación Interacción suelo estructura Manipulador Modelización Momento flextante Estaca Robótica
Classification
Pascal
001 Exact sciences and technology / 001D Applied sciences / 001D14 Buildings. Public works / 001D14A General / 001D14A09 Measurements. Technique of testing

Pascal
001 Exact sciences and technology / 001D Applied sciences / 001D14 Buildings. Public works / 001D14F Geotechnics / 001D14F06 Structure-soil interaction

Discipline
Building. Public works. Transport. Civil engineering
Origin
Inist-CNRS
Database
PASCAL
INIST identifier
18738988

Sauf mention contraire ci-dessus, le contenu de cette notice bibliographique peut être utilisé dans le cadre d’une licence CC BY 4.0 Inist-CNRS / Unless otherwise stated above, the content of this bibliographic record may be used under a CC BY 4.0 licence by Inist-CNRS / A menos que se haya señalado antes, el contenido de este registro bibliográfico puede ser utilizado al amparo de una licencia CC BY 4.0 Inist-CNRS

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