摘要
在高桩梁板式码头横向排架的计算中,用NL法代替m来考滤桩土的相互作用,并编制了计算程序。分析表明:NL法比m法更能真实反映桩土相互作用的非线性,计算结果更符合工程实际。
In calculation of transverse bent of slab-beam type wharf of high-piles, NL method is adopted instead of 'm' method to consider the interaction between pile and soil, and the program is designed Analysis shows that NL method can reflect the non-linearity of the interaction between pile and soil more actually and the calculation result conforms better to engineering practice comparing with 'm' method
出处
《水运工程》
北大核心
2003年第3期23-27,35,共6页
Port & Waterway Engineering
