摘要
结合某工程实例,从钢板桩围堰的整体强度及稳定性出发,应用有限元程序MIDAS Civil2010对此工程中钢板桩围堰最不利状况进行了结构分析,并对其强度以及稳定性进行了检算,通过检算结果证明了钢板桩围堰强度和稳定性均满足相应要求,说明了钢板桩围堰在该工程应用中的可行性。
Combined with an engineering example, starting from the integral strength and stability of steel sheet pile cofferdam, application of the finite element program MIDAS Civil2010 of this project in the most unfavorable situation of steel sheet pile cofferdam structure analysis, on the strength and stability calculation, through the inspection results prove the steel sheet pile cofferdam strength and stability all meet the correspond- ing requirements, indicate the feasibility of steel sheet pile cofferdam in the engineering application.
出处
《山西建筑》
2015年第4期180-181,共2页
Shanxi Architecture
关键词
钢板桩围堰
结构计算
强度
稳定性
steel sheet pile cofferdam, structure calculation, strength, stability
