Performance of D-bolts Under Static Loading

被引:199
作者
Li, Charlie C. [1 ]
机构
[1] Norwegian Univ Sci & Technol, Dept Geol & Mineral Resources Engn, N-7034 Trondheim, Norway
关键词
Rock bolt; Energy-absorbing bolt; Rock support; Rock reinforcement; Laboratory test; Field test; D-bolt; Static performance; ROCK MASSES; SUPPORT; TUNNELS; DESIGN;
D O I
10.1007/s00603-011-0198-6
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
D-bolt is a type of energy-absorbing rock bolt. It is made of a smooth steel bar with anchors spaced along the bolt length. A typical section between adjacent anchors is approximately 1-m long, but it can be adjusted to adapt to the rock conditions. The bolt is fully encapsulated with either cement or resin grout in a borehole. The anchors are firmly fixed into the grout, while the smooth bolt sections can freely deform to absorb deformation energy. Full-scale static pull tests were carried out at different testing facilities in two laboratories. The tests show that a smooth bolt section between anchors may elongate by 110-167 mm depending on the section length. Field trials of the D-bolt were conducted in deep metal mines. The measurements showed that the D-bolts were equally loaded within every anchor-between section, avoiding load peaks and premature bolt failure due to stress concentrations caused by fracture/joint opening. The field trials of rebar and D-bolts in a largely deformed mine tunnel showed that the D-bolts behaved satisfactorily, with only a few failed bolts, while a number of the rebar bolts failed at the thread.
引用
收藏
页码:183 / 192
页数:10
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