摘要
用编制的三维有限元程序对梧州防洪堤岸坡两处典型滑坡地段进行三维计算机模拟，模拟结果与实测的结果吻合，验证了程序的可靠性。
By working out three dimensional finite element analysis program,this paper simulates and calculates two typical landslide's stability of the breakwater's bank slope in Wuzhou. Between results of simulative calculation and those of actual determinate are identical.Results prove that the three dimensional finite element program is reliable,and counter analyses the shear strength parameters by using program.
出处
《广西科学》
CAS
1999年第2期81-84,共4页
Guangxi Sciences
基金
国家自然科学基金
广西科学基金
广西留学回国人员科学基金
广西高校跨世纪学科带头人培养对象专项基金
关键词
有限元
计算机模拟
滑坡
抗剪强度
防洪堤
岸坡
three dimensional finite element program,computer simulation,landslide,shear strength
