Load-settlement behavior of rock-socketed drilled shafts using Osterberg-Cell tests

Hoonil Seol, Sangseom Jeong

Research output: Contribution to journalArticle

11 Citations (Scopus)

Abstract

Osterberg-Cell (O-Cell) tests are widely used to predict the load-settlement behavior of large-diameter drilled shafts socketed in rock. The loading direction of O-Cell tests for shaft resistance is opposite to that of conventional downward load tests, meaning that the equivalent top load-settlement curve determined by the summation of the mobilized shaft resistance and end bearing at the same deflection neglects the pile-toe settlement caused by the load transmitted along the pile shaft. The emphasis is on quantifying the effect of coupled shaft resistance, which is closely related to the ratios of pile diameter to soil modulus (D/Es) and total shaft resistance to total applied load (Rs/Q) in rock-socketed drilled shafts, using the coupled load-transfer method. The proposed analytical method, which takes into account the effect of coupled shaft resistance, was developed using a modified Mindlin's point load solution. Through comparisons with field case studies, it was found that the proposed method reasonably estimated the load-transfer behavior of piles and coupling effects due to the transfer of shaft shear loading. These results represent a significant improvement in the prediction of load-settlement behaviors of drilled shafts subjected to bi-directional loading from the O-Cell test.

Original languageEnglish
Pages (from-to)1134-1141
Number of pages8
JournalComputers and Geotechnics
Volume36
Issue number7
DOIs
Publication statusPublished - 2009 Sep 1

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shaft
Piles
Rocks
rock
Bearings (structural)
pile
Soils
test
deflection
analytical method
prediction

All Science Journal Classification (ASJC) codes

  • Geotechnical Engineering and Engineering Geology
  • Computer Science Applications

Cite this

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abstract = "Osterberg-Cell (O-Cell) tests are widely used to predict the load-settlement behavior of large-diameter drilled shafts socketed in rock. The loading direction of O-Cell tests for shaft resistance is opposite to that of conventional downward load tests, meaning that the equivalent top load-settlement curve determined by the summation of the mobilized shaft resistance and end bearing at the same deflection neglects the pile-toe settlement caused by the load transmitted along the pile shaft. The emphasis is on quantifying the effect of coupled shaft resistance, which is closely related to the ratios of pile diameter to soil modulus (D/Es) and total shaft resistance to total applied load (Rs/Q) in rock-socketed drilled shafts, using the coupled load-transfer method. The proposed analytical method, which takes into account the effect of coupled shaft resistance, was developed using a modified Mindlin's point load solution. Through comparisons with field case studies, it was found that the proposed method reasonably estimated the load-transfer behavior of piles and coupling effects due to the transfer of shaft shear loading. These results represent a significant improvement in the prediction of load-settlement behaviors of drilled shafts subjected to bi-directional loading from the O-Cell test.",
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Load-settlement behavior of rock-socketed drilled shafts using Osterberg-Cell tests. / Seol, Hoonil; Jeong, Sangseom.

In: Computers and Geotechnics, Vol. 36, No. 7, 01.09.2009, p. 1134-1141.

Research output: Contribution to journalArticle

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