摘要
利用弹性抗力法对自力式深层搅拌桩支护结构的内力及变形进行了分析。
On the basis of elastic reaction method,intemal force and deflection of uprightretaining structure in MIP has been analyzed,and several conclusions are drawn so that theywould do better for engineering application.
出处
《河北建筑科技学院学报》
1997年第3期1-5,共5页
Journal of Hebei Institute of Architectural Science & Technology
