Arching factor for a tieback design
Arching factor for a tieback design
(OP)
Hi fellows, did anybody know a good tieback design manual or textbook for a tieback design, especially the arching factor (values) used for a tieback design? I have a lot of manuals talking about tieback, but none of them ever mentioned the arching factor values (FHWA-RD-75-128,129,130 mentioned it, but no any design values provided).
Manuals I have include: PTI (Recommendations for prestressed rock and soil anchors, post tensioning institute, 1996), the FHWA-RD-82-047 (title: Tiebacks), the FHWA-RD-75-128, 129, 130 (the lateral support systems and underpinning, Volumn I,II, III) and NAVAFAC 7.02.
Manuals I have include: PTI (Recommendations for prestressed rock and soil anchors, post tensioning institute, 1996), the FHWA-RD-82-047 (title: Tiebacks), the FHWA-RD-75-128, 129, 130 (the lateral support systems and underpinning, Volumn I,II, III) and NAVAFAC 7.02.





RE: Arching factor for a tieback design
ht
RE: Arching factor for a tieback design
RE: Arching factor for a tieback design
FHWA-SA-96-038, Geotechnical Engineering Circular No. 2, Earth Retaining Systems
FHWA-IF-99-015, Geotechnical Engineering Circular No. 4, Ground Anchors and Anchored Systems
RE: Arching factor for a tieback design
Thanks for that link! I've been looking for tie-back design information myself..
EXCELLENT!
RE: Arching factor for a tieback design