Modulus of Subgrade Reaction for Laterally Loaded Piles in Multiple Layered Foundation
摘要
-According to the field test data of laterally loaded steel piles at home and abroad,an empiri-cal formula for evaluating the modulus of subgrade reaction under static load in layered soil is proposed.The suggested formula takes account of not only non-linearity of K_s with the depth but also its variationwith the load.It is shown that the computed bending moments along the pile shaft and the deflection atthe pile top are consistent with the measured ones.
引用本文（GB/T 7714）
Lü. Modulus of Subgrade Reaction for Laterally Loaded Piles in Multiple Layered Foundation[J]. 中国海洋工程：英文版, 1997.
引文网络
本站仅收录题录与摘要供学习参考，全文版权归属出版方；如有侵权请联系我们删除。