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平面土基刚性圆管基底压力分布的试验研究
引用本文:吴为义,张土乔,孙宇坤.平面土基刚性圆管基底压力分布的试验研究[J].岩土力学,2004,25(1):137-140.
作者姓名:吴为义  张土乔  孙宇坤
作者单位:1. 浙江大学,浙江 杭州 310027;2. 浙江工业大学,浙江 杭州 310014
基金项目:国家自然科学基金资助项目(50278088)。
摘    要:很多给排水、原油输送管道直接敷设于原状平面土基之上,此种情况下的管道基底压力分布明显不同于研究较多的其它类型基础上管道的分布规律。本文在工程现场试验的基础上,结合Winkler弹性地基解析法,初步探讨了平面土基上刚性圆管的基底压力的分布规律,由本文模型所得的计算结果与试验结果吻合程度较高。

关 键 词:刚性管道  平面土基  基底压力  现场试验  
文章编号:1000-7598-(2004)01-0137-04
收稿时间:2002-10-08
修稿时间:2002年10月8日

Test study on distribution of base pressure of rigid pipe on flat soil foundation
WU Wei-yi,ZHANG Tu-qiao,SUN Yu-kun.Test study on distribution of base pressure of rigid pipe on flat soil foundation[J].Rock and Soil Mechanics,2004,25(1):137-140.
Authors:WU Wei-yi  ZHANG Tu-qiao  SUN Yu-kun
Affiliation:1. Zhejiang University, Hangzhou 310027, China; 2. Zhejiang University of Technique, Hangzhou 310014, China
Abstract:A large number of pipes are buried on flat soil foundation for supplying water or petrol. Its distribution of base pressure is apparently different from the one when pipes are buried on other foundations. Based on in-situ test data, a base pressures distribution law of rigid pipe on flat soil foundation is discussed with analytical method of Winkler elastic foundation. The computation model has been proved reasonable because of computation results tallying with in-situ test data. In-situ test results and the computation model can be used to compute pipes settlements and forecast their safety.
Keywords:rigid pipe  flat soil foundation  base pressure  in-situ test  
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