港工技术
港工技術
항공기술
Port Engineering Technology
2015年
5期
55-60
,共6页
U形板桩护岸%有限元%PLAXIS
U形闆樁護岸%有限元%PLAXIS
U형판장호안%유한원%PLAXIS
U-type sheet pile revetment%finite element%PLAXIS
利用岩土有限元软件PLAXIS对某钢筋混凝土U形板桩护岸模型进行非线性有限元分析，得出U型板桩的变形、板桩的弯矩和剪力分布，分析荷载作用下板桩墙的水平位移。并指出应用PLAXIS计算板桩结构时需注意的事项及土体参数选取，对实际工程计算具有指导意义。
利用巖土有限元軟件PLAXIS對某鋼觔混凝土U形闆樁護岸模型進行非線性有限元分析，得齣U型闆樁的變形、闆樁的彎矩和剪力分佈，分析荷載作用下闆樁牆的水平位移。併指齣應用PLAXIS計算闆樁結構時需註意的事項及土體參數選取，對實際工程計算具有指導意義。
이용암토유한원연건PLAXIS대모강근혼응토U형판장호안모형진행비선성유한원분석，득출U형판장적변형、판장적만구화전력분포，분석하재작용하판장장적수평위이。병지출응용PLAXIS계산판장결구시수주의적사항급토체삼수선취，대실제공정계산구유지도의의。
The non-linear analysis of the steel reinforced concrete U-type sheet pile revetment is given by geotechnical finite element software, PLAXIS, the deformation, the moment, the shear force distribution are obtained, horizontal displacement after the sheet pile revetment under load is also analyzed. Points to note and soil parameter selection are indicated in application of PLAXIS in force calculation ,and it gives a direction to the engineering calculation.
