ZHANG Jiru, TANG Baofu. Hyperbolic function model to analyze load transfer mechanism on bolts[J]. Chinese Journal of Geotechnical Engineering, 2002, 24(2): 188-192.
Citation:
ZHANG Jiru, TANG Baofu. Hyperbolic function model to analyze load transfer mechanism on bolts[J]. Chinese Journal of Geotechnical Engineering, 2002, 24(2): 188-192.
ZHANG Jiru, TANG Baofu. Hyperbolic function model to analyze load transfer mechanism on bolts[J]. Chinese Journal of Geotechnical Engineering, 2002, 24(2): 188-192.
Citation:
ZHANG Jiru, TANG Baofu. Hyperbolic function model to analyze load transfer mechanism on bolts[J]. Chinese Journal of Geotechnical Engineering, 2002, 24(2): 188-192.
1.Institute of Architecture and Civil Engineering Wuhan University of Technology Wuhan 430070 China 2.Wuhan Mining Institute of Design and Research Wuhan 430070 China
On the supposition that the shear resistance increases linearly with shear displacement between the bolt and surrounding soil,a calculation model of load transfer with hyperbolic function is established.The distribution of frictional resistance and shear displacement along the anchoring length and the influence factors are obtained.Based on the field uplift tests of 4 grouted bolts buried in clay,the load transfer behaviors of bolt are described.The calculated values are compared with the results of tests,and good agreements are obtained