根据试验资料，文中给出了强度提高系数与锚杆支护参数的参考值。
On the basis of test data, the author presents some reference values for the coefficient of strength raising and parameters of rockbolting supports.
试验结果表明，高强混凝土局压强度提高系数较普通混凝土者有显著降低。
Tests showed that the increase of the local bearing strength of high-strength concrete is significantly lower than that of normal concrete.
经过时效处理接头强度系数提高到72.5%。
After aging treatments, the strength coefficient reached 72.5%.
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