NTL Record

Title Friction Angles of Open-Graded Aggregates from Large-Scale Direct Shear Testing : TechBrief
Record ID 61717
Personal Name
Creator
Nicks, Jennifer
Corporate Creator United States. Federal Highway Administration
Publisher United States. Federal Highway Administration
Publication Date 20130708
Language English
Abstract State and local transportation agencies frequently use opengraded aggregates for wall, roadway, and bridge construction. The primary advantages of using this type of material in wall and abutment applications are ease of constructability, lighter in-place density than well-graded materials, very low fine content, free-draining characteristics, and simpler quality assurance testing, using a method specification for field density. The American Association of State Highway and Transportation Officials (AASHTO) classifies open-graded aggregates according to the M43 gradation based on standard sizes for processed aggregates.(1) Despite common use of these aggregates, their strength characteristics have not been systematically measured or used in design. Instead, engineers frequently use a default friction angle of 34 degrees, leading to potential conservatism in retaining wall and foundation design. The primary purpose of this TechBrief is to present research results on the strength properties of standard open aggregates tested in a large-scale direct shear (LSDS) device to improve the state of practice for the design of structures using these materials.
Rosap ID dot:34784
Rosap URL https://rosap.ntl.bts.gov/view/dot/34784
TRT Terms Dilation; Direct shear tests; Friction; Laboratory tests; Open graded aggregates
General Subjects American Association of State Highway and Transportation Officials
Geographical
Coverage
United States
TRIS Online
Accession No
1491461
Report Number FHWA-HRT-13-068
Availability Federal Highway Administration
Resource type Tech Report
URL https://ntlrepository.blob.core.windows.net/lib/61000/61700/61717/13068.pdf
Format PDF
Database NTL Digital Repository