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带连系梁旋喷桩复合路基性态数值仿真
引用本文:李云鹏,王芝银.带连系梁旋喷桩复合路基性态数值仿真[J].岩石力学与工程学报,2002,21(12):1848-1853.
作者姓名:李云鹏  王芝银
作者单位:石油大学机电工程学院,北京,102249;西安科技学院建工系,西安,710054
基金项目:陕西省自然科学基金(2001SL11)资助项目部分内容。
摘    要:高速公路利用旋喷桩施工过程中的返出浆液,形成桩间系梁,不仅能减少环境污染,同时,提高了复合路基的承载力和抵抗变形的能力,以某高速公路旋喷桩复合路基为例,模拟分析了复合路基形成的全过程,对有无连系梁情况进行了对比分析,预测了高速公路路面的长期沉降变形,所获结果对工程具有参考价值。

关 键 词:连系梁  旋喷桩  复合路基  数值分析
文章编号:1000-6915(2002)12-1848-06
修稿时间:2002年2月26日

NUMERICAL SIMULATION ON THE BEHAVIOR OF FREEWAY COMPOSITE ROADBED WITH BEAMS BETWEEN PILES
Li Yunpeng,Wang Zhiyin.NUMERICAL SIMULATION ON THE BEHAVIOR OF FREEWAY COMPOSITE ROADBED WITH BEAMS BETWEEN PILES[J].Chinese Journal of Rock Mechanics and Engineering,2002,21(12):1848-1853.
Authors:Li Yunpeng    Wang Zhiyin
Affiliation:Li Yunpeng1,2,Wang Zhiyin1,2
Abstract:By means of concrete liquid returning to ground,beams between piles are formed in the process of composite foundation construction,which can reduce pollution of the environment and improve the bearing capability and resistance to deformation of composite foundation. In the paper,a whole process of formation of composite foundation is simulated by an example of a freeway. Composite roadbed with beams between piles is analyzed and compared with the case of no beams. The obtained results are of value for engineering reference.
Keywords:beams between piles  composite roadbed  numerical analysis
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