DocumentCode
1962111
Title
Trajectory and Inclination Calculation of Cone Penetration Probe
Author
Cepulis, V. ; Markevicius, V. ; Navikas, D.
Author_Institution
Dept. of Electron. Eng., Kaunas Univ. of Technol., Kaunas, Lithuania
fYear
2009
fDate
11-16 Oct. 2009
Firstpage
109
Lastpage
112
Abstract
Cone penetration testing (CPT) is a fast and reliable means for exploring soils and soft ground (to 40 m depth) for support of buildings, retaining walls, pavement subgrades, and bridge foundations. A cone can deviate from verticality due to misalignment, a bent push rods, soil layering, or by being pushed off a vertical course during penetration if it encounters an obstacle such as a large rock. Deviation reduces probing accuracy, or large deviation from the initial alignment can cause breakage of the cone rods and loss of the cone down the hole. The inclination and trajectory calculation techniques of cone penetration test (CPT) probe are presented. Two-dimensional inclinometer was used on purpose to calculate probe trajectory and (if needed) to generate an alarm signal to avoid breakage of the cone rods.
Keywords
foundations; geophysical equipment; geophysical prospecting; rocks; soil; 2D inclinometer; Cone Penetration Probe; alarm signal; bent push rods; bridge foundations; buildings; cone penetration test probe; cone rods breakage; pavement subgrades; probe trajectory; retaining walls; rock; soft ground exploratiom; soil layering; soils exploration; trajectory calculation techniques; Accelerometers; Bridges; Data engineering; Design engineering; Earth; Ground support; Permittivity measurement; Probes; Soil; Testing; CPT probe; accelerometer; inclinometer; probe inclination; probe trajector;
fLanguage
English
Publisher
ieee
Conference_Titel
Advances in Circuits, Electronics and Micro-electronics, 2009. CENICS '09. Second International Conference on
Conference_Location
Sliema
Print_ISBN
978-0-7695-3832-7
Type
conf
DOI
10.1109/CENICS.2009.28
Filename
5291491
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