摘要
通过对埋设在深水遮帘式板桩码头结构内的测试元件进行位移、内力等方面的原位观测,得到板桩码头前墙、遮帘桩和锚碇墙的变形、沉降、土压力、钢筋和混凝土应力等观测数据,研究码头结构变形和内力等相关参数的变化规律,为码头结构的优化设计和正常使用提供技术支持。
Through in-situ measurement of the displacement and internal force parameters for those elements embedded in deepwater covered type sheet pile wharf structure, the deformation, settlement, soil pressures, stresses of reinforcement and concrete are obtained for sheet pile wharf front wall, covered type piles and anehor wall. Variation laws are researched for the relevant parameters such as wharf structural deformation and internal forces, which will technically assure the optimized design and normal usage of wharf structure.
出处
《港工技术》
2012年第1期47-50,共4页
Port Engineering Technology
关键词
遮帘式板桩结构
原位测试
位移
应力
covered type sheet pile wharf, in-situ measurement, displacement, stress