摘要
根据极限平衡条件可确定板桩墙的入土深度。为保证板桩墙的“踢脚”稳定符合港口工程结构目标可靠指标β０的要求，对现有典型工程（２０座码头）进行了计算，经过统计分析，确定了极限状态设计表达式、作用的分项系数和结构系数。
Abstract The penetrating depth of sheet pile wall may be determined according to limit equilibrium condition. For ensuring the “skirt”stability of sheet pile wall to accord with the requirement of objective reliability index β 0 of port engineering structure, it carries out calculation on existing typical projects (20 wharves). Based on the statistical analysis, the limit state design expression, partial factors and structural coefficient are determined.
出处
《水运工程》
北大核心
1999年第1期52-56,共5页
Port & Waterway Engineering
