摘要
近几年天津港多个突堤转角处的高桩码头岸坡变形比较明显,导致码头后方承台结构构件出现明显的相对错位、变形等破损情况,严重影响了码头结构物安全。根据最新的研究成果,对岸坡变形的整治方案进行了探索,并用数学模型手段对其加固效果进行了验证。验证结果表明,文章提出的方案对高桩码头岸坡变形加固整治效果明显,改善了码头受力状态。
Obvious distortion of the high - pile wharf slope of Tianjin Port occurred in the past few years. It resulted in displacement and deformation of the inshore structures, which affected the safety of the port seriously. The reinforcement of deformation of the high - pile wharf slope is studied through the lasted research results. The reinforcement effects are verified by the mathematic model. The results demonstrate that the effects are obvious and the slope is stable.
出处
《水道港口》
2008年第6期438-442,共5页
Journal of Waterway and Harbor
基金
天津市科技基金项目(06YFJMJC06000)
关键词
高桩码头
岸坡变形
整治
high- pile wharf
slope deformation
reinforcement
