摘要
依据有关理论及公式，通过对某地试桩结果及大量的地质资料和数据进行归纳整理，推导出一个在一定条件下的后压浆桩的单桩竖向极限承载力的计算公式，经与实际检测结果相比较。
Based on the relevant theory and formula, by summarizing the pile test results and geologic information and data, the calculating formula of vertical ultimate bearing capacity of single pile under given conditions is deduced. Through comparison it is proved that the formula tallies with the testing results.
出处
《探矿工程》
1999年第3期14-16,共3页
Exploration Engineering(Drilling & Tunneling)
关键词
后压浆
钻孔灌注桩
承载力
侧阻力
端阻力
post pressuregrouting, bored pile, bearing capacity of single pile, side resistance, end resistance
