Gunnink, B., & Kiehne, C. (1998). Design of rock socketed drilled shafts (Report No. MATC-UMC96-1). Mid-America Transportation Center. https://rosap.ntl.bts.gov/view/dot/15602
Gunnink, B. and C. Kiehne. Design of rock socketed drilled shafts. Report no. MATC-UMC96-1. Mid-America Transportation Center, 1998. https://rosap.ntl.bts.gov/view/dot/15602.
Gunnink, B., and C. Kiehne Design of rock socketed drilled shafts. Mid-America Transportation Center, 1998, Report no. MATC-UMC96-1, ROSA P. https://rosap.ntl.bts.gov/view/dot/15602.
Three field load tests of drilled shafts socketed in Burlington limestone were conducted using the Osterberg load cell. The objective of these tests was to compare the shaft capacities obtained from the field load tests with capacities predicted using analytical methods and with typical presumptive design capacities.
Gunnink, B., & Kiehne, C. (1998). Design of rock socketed drilled shafts (Report No. MATC-UMC96-1). Mid-America Transportation Center. https://rosap.ntl.bts.gov/view/dot/15602
Gunnink, B. and C. Kiehne. Design of rock socketed drilled shafts. Report no. MATC-UMC96-1. Mid-America Transportation Center, 1998. https://rosap.ntl.bts.gov/view/dot/15602.
Gunnink, B., and C. Kiehne Design of rock socketed drilled shafts. Mid-America Transportation Center, 1998, Report no. MATC-UMC96-1, ROSA P. https://rosap.ntl.bts.gov/view/dot/15602.
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