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原文传递 Updating Florida Department of Transportation's (FDOT) Pile/Shaft Design Procedures Based on CPT and DTP Data.

题名：	Updating Florida Department of Transportation's (FDOT) Pile/Shaft Design Procedures Based on CPT and DTP Data.
作者：	bloomquist, d. mcvay, m. hu, z.
关键词：	loading tests,drilled shafts,design procedures,cemented soils,concrete piles/cemented sand, literature reviews, load test data, in situ devices, load bearing tests/dual tip penetrometer (dtp), cone penetration tests (cpt), ultimate pile capacity
摘要：	Fourteen pile design methodologies (Schmertmann, LCPC, etc.) using cone penetration tests (CPT) results have been evaluated using the load and resistance factor design (LRFD) resistance factor methods (Philipponnat Method) have been modified to propose a new method to improve future Florida Department of Transportation (FDOT) pile design. The research also involves identifying cemented soils using dual tip penetrometer (DTP) since cementation is a critical issue in pile design procedures. / NOTE: Final rept. / Supplementary Notes: Sponsored by Florida State Dept. of Transportation, Tallahassee. / Availability Note: Order this product from NTIS by: phone at 1-800-553-NTIS (U.S. customers); (703)605-6000 (other countries); fax at (703)605-6900; and email at orders@ntis.gov. NTIS is located at 5285 Port Royal Road, Springfield, VA, 22161, USA.
报告类型：	科技报告