Roughness and Unit Side Resistances of Drilled Shafts Socketed in Clay Shale and Limestone |
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| Authors: | Moon S Nam Cumaraswamy Vipulanandan |
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| Affiliation: | 1Senior Researcher, Structure and Geotechnical Research Division, Expressway and Transportation Research Institute, Korea Expressway Corporation, Hwaseong City, Gyung Gi Province 445-812, Korea. E-mail: msnam@ex.co.kr
2Chairman and Professor, Director of Center for Innovative Grouting Materials and Technology (CIGMAT), Director of Texas Hurricane Center for Innovative Technology, Dept. of Civil and Environmental Engineering, Univ. of Houston, Houston, TX 77204-4003. E-mail: cvipulanandan@uh.edu
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| Abstract: | Rock socketed drilled shafts are being used increasingly to support heavily loaded structures. Rock sockets provide resistance to the load through a combination of side and base resistances. In this study, the effect of drilling tools such as an auger and a core barrel on the unit side resistance was investigated. A total of four field studies were performed on clay shale (compressive strength of 1–2?MPa) and limestone (compressive strength of 10?MPa). Borehole roughnesses produced by the different types of drilling tools in clay shale and limestone were measured using a laser borehole roughness profiler developed in this study to measure roughness to 0.5?mm in the boreholes. Based on the results of this study, it was observed that the drilling tools developed different socket roughnesses, which in turn affected the side resistances of the rock socketed drilled shafts. |
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| Keywords: | Roughness Drilling Drilled shafts Clays Rocks Limestone Shale |
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