TY - JOUR
T1 - Slime thickness evaluation of bored piles by electrical resistivity probe
AU - Chun, Ok Hyun
AU - Yoon, Hyung Koo
AU - Park, Min Chul
AU - Lee, Jong Sub
N1 - Funding Information:
This work was supported by the National Research Foundation of Korea (NRF) grant, funded by the Korea government (MSIP) ( NRF-2011-0018110 ).
PY - 2014/9
Y1 - 2014/9
N2 - The bottoms of bored piles are generally stacked with soil particles, both while boreholes are being drilled, and afterward. The stacked soils are called slime, and when loads are applied on the pile, increase the pile settlement. Thus to guarantee the end bearing capacity of bored piles, the slime thickness should be precisely detected. The objective of this study is to suggest a new method for evaluating the slime thickness, using temperature compensated electrical resistivity. Laboratory studies are performed in advance, to estimate and compare the resolution of the electrical resistivity probe (ERP) and time domain reflectometry (TDR). The electrical properties of the ERP and TDR are measured using coaxial type electrodes and parallel type two-wire electrodes, respectively. Penetration tests, conducted in the fully saturated sand-clay mixtures, demonstrate that the ERP produces a better resolution of layer detection than TDR. Thus, field application tests using the ERP with a diameter of 35.7. mm are conducted for the investigation of slime thickness in large diameter bored piles. Field tests show that the slime layers are clearly identified by the ERP: the electrical resistivity dramatically increases at the interface between the slurry and slime layer. The electrical resistivity in the slurry layer inversely correlates with the amount of circulated water. This study suggests that the new electrical resistivity method may be a useful method for the investigation of the slime thickness in bored piles.
AB - The bottoms of bored piles are generally stacked with soil particles, both while boreholes are being drilled, and afterward. The stacked soils are called slime, and when loads are applied on the pile, increase the pile settlement. Thus to guarantee the end bearing capacity of bored piles, the slime thickness should be precisely detected. The objective of this study is to suggest a new method for evaluating the slime thickness, using temperature compensated electrical resistivity. Laboratory studies are performed in advance, to estimate and compare the resolution of the electrical resistivity probe (ERP) and time domain reflectometry (TDR). The electrical properties of the ERP and TDR are measured using coaxial type electrodes and parallel type two-wire electrodes, respectively. Penetration tests, conducted in the fully saturated sand-clay mixtures, demonstrate that the ERP produces a better resolution of layer detection than TDR. Thus, field application tests using the ERP with a diameter of 35.7. mm are conducted for the investigation of slime thickness in large diameter bored piles. Field tests show that the slime layers are clearly identified by the ERP: the electrical resistivity dramatically increases at the interface between the slurry and slime layer. The electrical resistivity in the slurry layer inversely correlates with the amount of circulated water. This study suggests that the new electrical resistivity method may be a useful method for the investigation of the slime thickness in bored piles.
KW - Bored pile
KW - Electrical resistivity probe
KW - Field test
KW - Layer detection
KW - Slime
KW - TDR
UR - http://www.scopus.com/inward/record.url?scp=84904914651&partnerID=8YFLogxK
U2 - 10.1016/j.jappgeo.2014.07.004
DO - 10.1016/j.jappgeo.2014.07.004
M3 - Article
AN - SCOPUS:84904914651
SN - 0926-9851
VL - 108
SP - 167
EP - 175
JO - Journal of Applied Geophysics
JF - Journal of Applied Geophysics
ER -