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管道埋深对管土耦合应力的影响规律浅析
引用本文:吴小刚,张土乔,张仪萍,李洵. 管道埋深对管土耦合应力的影响规律浅析[J]. 水利水电科技进展, 2003, 23(6): 4-6
作者姓名:吴小刚  张土乔  张仪萍  李洵
作者单位:浙江大学建筑工程学院,浙江,杭州,310027
基金项目:国家自然科学基金资助项目(50278088)
摘    要:考虑管土间应力的耦合特性、管道在动力作用下强烈的非线性特征等,讨论了管土耦合应力在各种典型工况下受管道埋深因素影响的变化规律.结果表明:管道埋深对管土耦合应力起着重要的影响作用,为管道系统的可靠性设计和正常运行的动态控制提供了必要的计算实例及技术依据.

关 键 词:管道埋深  管土系统  耦合应力
文章编号:1006-7647(2003)06-0004-03
修稿时间:2003-03-16

Effect of depth of pipe buried on pipe-soil coupling stress
WU Xiao gang,et al. Effect of depth of pipe buried on pipe-soil coupling stress[J]. Advances in Science and Technology of Water Resources, 2003, 23(6): 4-6
Authors:WU Xiao gang  et al
Abstract:In consideration of the coupling characteristics of pipe soil stresses and nonlinear property of pipelines under dynamic loads, the regularity of pipe soil stress affected by the buried depth of pipes is discussed for different working conditions. The result shows that the buried depth is of great influences on the pipe soil stress. The research provides a necessary calculation example and technical basis for reliability design and dynamic control of normal operation of pipe systems.
Keywords:buried depth of pipe  pipe-soil system  coupling stress
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