Theoretical and experimental analysis of rock-socked drilled shafts

Sang Seom Jeong, Hoonil Seol

Research output: Chapter in Book/Report/Conference proceedingConference contribution

Abstract

The load distribution and deformation of rock-socketed drilled shafts subjected to axial loads were evaluated by a load-transfer approach The emphasis was on quantifying the shear load transfer characteristics of rock-socketed drilled shafts based on constant normal stiffness (CNS) direct shear tests performed by varying major influencing factors. Based on the CNS tests and the Hoek-Brown failure criterion, a nonlinear triple curve was proposed for a shear load transfer function of rock-socketed drilled shafts. An analytical method that takes into account the soil coupling effect was developed. Through comparisons with results of load tests, it was found that the proposed function and analytical method in the present study are in good agreement with the general trend observed by in situ measurements. Copyright ASCE 2008.

Original languageEnglish
Title of host publicationProceedings of Sessions of GeoCongress 2008 - GeoCongress 2008
Subtitle of host publicationCharacterization, Monitoring, and Modeling of GeoSystems, GSP 179
Pages125-132
Number of pages8
Edition179
DOIs
Publication statusPublished - 2008 Dec 1
EventGeoCongress 2008: Characterization, Monitoring, and Modeling of GeoSystems - New Orleans, LA, United States
Duration: 2008 Mar 92008 Mar 12

Publication series

NameGeotechnical Special Publication
Number179
ISSN (Print)0895-0563

Other

OtherGeoCongress 2008: Characterization, Monitoring, and Modeling of GeoSystems
CountryUnited States
CityNew Orleans, LA
Period08/3/908/3/12

Fingerprint

shaft
Rocks
stiffness
analytical method
Stiffness
rock
Axial loads
shear test
transfer function
in situ measurement
Transfer functions
Loads (forces)
Soils
analysis
soil
test
effect
distribution
comparison
trend

All Science Journal Classification (ASJC) codes

  • Civil and Structural Engineering
  • Architecture
  • Building and Construction
  • Geotechnical Engineering and Engineering Geology

Cite this

Jeong, S. S., & Seol, H. (2008). Theoretical and experimental analysis of rock-socked drilled shafts. In Proceedings of Sessions of GeoCongress 2008 - GeoCongress 2008: Characterization, Monitoring, and Modeling of GeoSystems, GSP 179 (179 ed., pp. 125-132). (Geotechnical Special Publication; No. 179). https://doi.org/10.1061/40972(311)16
Jeong, Sang Seom ; Seol, Hoonil. / Theoretical and experimental analysis of rock-socked drilled shafts. Proceedings of Sessions of GeoCongress 2008 - GeoCongress 2008: Characterization, Monitoring, and Modeling of GeoSystems, GSP 179. 179. ed. 2008. pp. 125-132 (Geotechnical Special Publication; 179).
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Jeong, SS & Seol, H 2008, Theoretical and experimental analysis of rock-socked drilled shafts. in Proceedings of Sessions of GeoCongress 2008 - GeoCongress 2008: Characterization, Monitoring, and Modeling of GeoSystems, GSP 179. 179 edn, Geotechnical Special Publication, no. 179, pp. 125-132, GeoCongress 2008: Characterization, Monitoring, and Modeling of GeoSystems, New Orleans, LA, United States, 08/3/9. https://doi.org/10.1061/40972(311)16

Theoretical and experimental analysis of rock-socked drilled shafts. / Jeong, Sang Seom; Seol, Hoonil.

Proceedings of Sessions of GeoCongress 2008 - GeoCongress 2008: Characterization, Monitoring, and Modeling of GeoSystems, GSP 179. 179. ed. 2008. p. 125-132 (Geotechnical Special Publication; No. 179).

Research output: Chapter in Book/Report/Conference proceedingConference contribution

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Jeong SS, Seol H. Theoretical and experimental analysis of rock-socked drilled shafts. In Proceedings of Sessions of GeoCongress 2008 - GeoCongress 2008: Characterization, Monitoring, and Modeling of GeoSystems, GSP 179. 179 ed. 2008. p. 125-132. (Geotechnical Special Publication; 179). https://doi.org/10.1061/40972(311)16