摘要
随着我国港口码头、桥梁建设的迅猛发展,大直径管桩在基础工程中得到广泛应用。对大直径预应力混凝土管桩(Φ1400)进行抗弯试验,对其是否满足设计要求进行了研究。
With the rapid development of port and bridge constructions in China, the pipe-pile with large diameter has been widely applied in foundation engineering. This paper introduce a study on the design demands of prestressed-concrete pipe pile （Ф1400 mm） with large diameter based on a flexural resistance test. The experimental data shows that this type of pile has the obvious superiorities and can be in place of steel pile in a way.
出处
《土工基础》
2007年第3期69-71,76,共4页
Soil Engineering and Foundation
关键词
大直径
管桩
抗弯试验
Pipe pile, Large diameter, Flexural resistance tests
