摘要
在“ｍ”法或“ｃ”法基础上，给出了桥梁桩基在倾斜荷载作用下的内力及位移分析解，该解答计算简单、使用方便，可充分利用现有“ｍ”法或“ｃ”法的计算公式及参数图表．室内铝管模型桩试验及国外已有试验资料均表明，理论计算与实测值吻合良好．
Based on the current m/c method hypothesis,an analytical solution to deflection and internal force of bridge piles under inclined loads is presented.Which can be used conveniently by the current m/c method calculating formulae and the results of both model tests with aluminum hollow pipes in homogeneous sand and abroad model pile tests show that the theoretical values agree well with the measured ones.
出处
《湖南大学学报（自然科学版）》
EI
CAS
CSCD
1999年第2期86-91,共6页
Journal of Hunan University:Natural Sciences
基金
国家自然科学基金
