【摘要】 基于弹性抗力法提出了适合深基坑带撑双排桩支护结构的实用计算方法,编制了计算程序,对某工程实例进行分析,通过与实测数据的对比验证了该实用方法的合理性,并分析了带撑双排桩支护结构的主要影响因素。更多还原

【Abstract】 A method based on beam-spring models was proposed for the design of braced retaining structures with double-row piles.A program was developed for the method.Field measurements of deformations from an excavation case in Hangzhou provided an opportunity to access the validity of the model,and the main influencing factors were also analyzed.更多还原