摘要
从桩基础的优越性入手,对桥梁桩基计算时单桩沉降量的计算方法进行了论述,分析了各种计算方法的原理,总结了其合理之处和缺陷,并对桩基础的相关理论进行了深入研究,最后提出了各种计算方法的发展及应用现状。
Based on the superiority of stake foundation, it discusses calculative methods of single stake amount of subside when calculating bridge beam stake foundation, analyzes every kind of calculative methods theory, summarizes its rational points and defects, studys thoroughly correlated theory of stake foundation, finally puts forward development and applied actuality of every kind calculative methods.
出处
《山西建筑》
2008年第30期142-143,共2页
Shanxi Architecture
关键词
单桩
桩基础
承载性能
计算方法
single stake, stake foundation, carrying capability, calculative method
