节点文献
高路堤新型支挡结构力学特性的试验研究
Testing Study on Stress of New Type Support Structure of High Fill Embankment
【摘要】 对一座平均墙高9.5m的双面直立互锚式薄壁挡土墙的受力进行了现场原型观测.观测结果表明,挡土墙土压力呈非线性分布,并在距墙顶大于4m时,实测土压力值大于理论计算值.该结论可供今后类似结构的研究和设计参考.
【Abstract】 A double face erect mutual anchorable thin slab retaining wall with average height H=9.5 m was built in the rebuilding project of national defence highway. In order to research the lateral pressure of retaining wall, the testing study is made on the full scale. It is disclosed that the lateral earth pressure is with a curve distribution and the lateral earth pressure of the field test is bigger than the pressure of theoretic method when the distance from the top of the wall is bigger than 4m. The test results can be used as a reference for future studies and designs of the similar structure.
- 【文献出处】 湖北工业大学学报 ,Journal of Hubei Polytechnic University , 编辑部邮箱 ,2005年02期
- 【分类号】U416.12
- 【被引频次】7
- 【下载频次】105