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岩石锚杆水平刚度系数的计算方法
引用本文:令狐可,武运成,贾乾祥. 岩石锚杆水平刚度系数的计算方法[J]. 建筑技术, 2006, 37(11): 860-862
作者姓名:令狐可  武运成  贾乾祥
作者单位:南京军区工程设计院,210016,南京;南京军区工程设计院,210016,南京;南京军区工程设计院,210016,南京
摘    要:采用数值方法,模拟全粘结岩石锚杆的拉拔试验,求得不同条件下的岩石锚杆水平刚度系数,最后经曲线拟合和参数分析,推导出岩石锚杆水平刚度系数的计算公式。与有关试验结果的对比表明,公式计算结果与实际比较接近。

关 键 词:岩石锚杆  水平刚度系数  数值方法
文章编号:1000-4726(2006)11-0860-03
收稿时间:2006-10-10
修稿时间:2006-10-10

CALCULATION METHOD FOR HORIZONTAL STIFFNESS COEFFICIENT OF ROCK ANCHOR
LINGHU Ke,WU Yuncheng,JIA Qianxiang. CALCULATION METHOD FOR HORIZONTAL STIFFNESS COEFFICIENT OF ROCK ANCHOR[J]. Architecture Technology, 2006, 37(11): 860-862
Authors:LINGHU Ke  WU Yuncheng  JIA Qianxiang
Affiliation:Nanjing Militarg Area Design Institute, 210029, Nanjing, China
Abstract:The horizontal stiffness coefficient values of rock anchor under different conditions are obtained through using numerical method to simulate the pullout test of the fully-grouted rock anchor. Based on curve fitting between the calculation parameters and results and parameters analysis, a formula is derived for the coefficient calculation.Comparison with some related tests shows that the calculation results of the formula approaches to the real situation.
Keywords:rock anchor   horizontal stiffness coefficient   numerical method
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