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位置：首页 >> 期刊文章
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摘要：
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本文采用“校准法”确定板桩码头锚碇板稳定性可靠度的设计标准。根据分项系数的理论基础，从设计验算点出发来确定分项系数。综合分析我国南、北方已建成的13座典型工程的校准计算结果，应用最小二乘法优选确定的抗力及作用分项系数，可供《板桩码头技术规范》编制时参考。
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Calibration method" was adopted in the determination of the design standards for the reliability of stability ofthe anchor plate of sheet pile quays. The coefficient of each item shall be deterforned on the theoretical basis of thecoefficient of each item and in the view of design checking computations. Through synthetic analysis on the calibratedcalculations for the completed 13 typical projects in the south and north of China, it can be seen that the resistingforce and the coefficient of each item determined by the least square method shall proviede a reference for preparing"CODE OF PRACTICE FOR SHEET PILE QUAY".
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基金项目：
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作者简介：
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参考文献：
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[1]《港口工程结构可靠度设计统一标准》,中国计划出版社,1992
[2]贺铮,丁家麟,港口码头堆货荷载的统计分析,《港口工程结构可靠度》,人民交通出版社,1992.
[3]程端华,码头回填砂、块石的重度和摩擦角统计分析,《港口工程结构可靠度》
[4]周柔娥,程端华,混凝土与碎石间摩擦系数统计分析,《港口工程结构可靠度》.
[5]交通部板桩码头规范编制组,《板桩岸壁图集》,1993.
[6]王浩芬,刘锡岭,姚辉,重力式码头地基承载力可靠度分析,《天津大学学报》,1991增刊.
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