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卸荷板卸荷效应的模型验证 被引量:11
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作者 郭鸿仪 吕宝柱 《岩土工程学报》 EI CAS CSCD 北大核心 1993年第1期81-85,共5页
一、前言对悬臂式卸荷板(图1)能否减少墙背土压力的争论由来已久。现有许多靠卸荷板节省断面的方块码头,并在护岸和桥台结构上得到推广,被视为重力式挡土结构的重要改进措施;但也有人认为卸荷的根据不足。从分析卸荷板下土隔离体平衡关... 一、前言对悬臂式卸荷板(图1)能否减少墙背土压力的争论由来已久。现有许多靠卸荷板节省断面的方块码头,并在护岸和桥台结构上得到推广,被视为重力式挡土结构的重要改进措施;但也有人认为卸荷的根据不足。从分析卸荷板下土隔离体平衡关系出发,似乎不能得出土压力减少的结论,怀疑卸荷板码头没垮的原因是其他安全储备因素在起作用,或是危险尚未暴露而已。前不久,世界银行贷款工程设计审查中发生的准不准接卸荷板有效观点进行设计的争论。 展开更多
关键词 卸荷板 卸荷效应 码头 模型验证
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Experimental Study on Friction Coefficient Between Concrete and the Top Surface of Rubble Mound Foundation
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作者 李炎保 蒋学炼 郭鸿仪 《China Ocean Engineering》 SCIE EI 2005年第2期287-298,共12页
Experimental studies on the friction coefficient between concrete and the top surface of a rubble mound foundation in China are reviewed. Through comparison of different test results, the development of this research ... Experimental studies on the friction coefficient between concrete and the top surface of a rubble mound foundation in China are reviewed. Through comparison of different test results, the development of this research is comprehensively analyzed. An experiment is carried out in the condition similar to prototype. The process curve of friction coefficient with the test block sliding is analyzed and a standard for determination of the friction coefficient is defined. The variation features of the friction coefficient are analyzed on the basis of the present experimental results and other studies in China. It is shown that the friction coefficient between concrete and the top surface of a rubble mound foundation decreases with the increase of the foundation pressure, and the friction coefficient for a very fine leveling bed is smaller than that for a fine leveling bed. 展开更多
关键词 CONCRETE rubble mound foundation friction coefficient foundation pressure fine leveling bed
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