[KSCI] Korea Science Citation Index Service

http://dx.doi.org/10.14481/jkges.2022.23.1.15

Simple Evaluation Method of Uplift Resistance for Frictional Shallow Anchors in Rock

Kim, Daehong (Jungang Research Institute of Safety and Technology)
Lee, Seungho (Dept. of Civil Engineering, Sangji University)

Publication Information

Journal of the Korean GEO-environmental Society / v.23, no.1, 2022 , pp. 15-23 More about this Journal

Abstract

This paper presents the results of full-scale load tests performed frictional anchors to various lengths at several sites in Korea. Various rock types were tested, ranging from highly weathered shale to sound gneiss. In many tests, rock failure was reached and the ultimate loads were recorded along with observations of the shape and extent of the failure surface. Laboratory tests were also conducted to investigate the influence of the corrosion protection sheath on the bond strength. Based on test results, the main parameters governing the uplift capacity of the rock anchor system were determined. By evaluation of the ultimate uplift capacity of anchor foundations in a wide range of in situ rock masses, rock classification suitable for structural foundation was developed. Finally, a very simple and economical design procedure is proposed for rock anchor foundations subjected to uplift tensile loads.

Keywords

Failure mechanism; Frictional anchor; Bond strength; Uplift behavior;

Citations & Related Records

Reference

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