摘要
就板桩桩身结构进行了新旧计算方法的比较,描述了竖向弹性地基梁的具体算法,并就竖向弹性地基梁计算的一些新问题提出了解决方向及具体办法。
A comparison is carried out between the new and old methods for sheet pile body. Concrete calculation method for vertical elastic groundsill beam, is described for solutions and concrete measures for some new problems concerning the calculation of vertical elastic gruond sill beams, are presented
出处
《水运工程》
北大核心
2008年第10期99-103,共5页
Port & Waterway Engineering
关键词
板桩
竖向弹性地基梁
踢脚稳定
M值
sheet pile
vertical elastic groundsill beam
stabilization kicked foot
m value
