中国港湾建设
中國港灣建設
중국항만건설
CHINA HARBOUR ENGINEERING
2015年
9期
67-70
,共4页
钢板桩码%超载%处理措施%PLAXIS
鋼闆樁碼%超載%處理措施%PLAXIS
강판장마%초재%처리조시%PLAXIS
steel-sheet pile wharf%overload%treatment measures%PLAXIS
结合工程实例，研究钢板桩码头后方在超载作用下，土体及主要码头构件发生的变形及有效合理处理措施。通过有限元软件PLAXIS三维整体分析桩基础、钢板桩变形与土体的相互关系以及钢板桩码头变形的特点和规律，了解码头结构的整体稳定情况，为变形处理措施的确定提供依据。
結閤工程實例，研究鋼闆樁碼頭後方在超載作用下，土體及主要碼頭構件髮生的變形及有效閤理處理措施。通過有限元軟件PLAXIS三維整體分析樁基礎、鋼闆樁變形與土體的相互關繫以及鋼闆樁碼頭變形的特點和規律，瞭解碼頭結構的整體穩定情況，為變形處理措施的確定提供依據。
결합공정실례，연구강판장마두후방재초재작용하，토체급주요마두구건발생적변형급유효합리처리조시。통과유한원연건PLAXIS삼유정체분석장기출、강판장변형여토체적상호관계이급강판장마두변형적특점화규률，료해마두결구적정체은정정황，위변형처리조시적학정제공의거。
Combined with engineering examples, we studied the deformation of soil mass and main pier, and the effective and reasonable treatment measures of steel sheet pile wharf under the action of overloading. We analyzed the pile foundation, relationship between deformation of steel sheet pile and soil mass, and characteristics and laws of deformation of steel sheet pile wharf by means of finite element software PLAXIS 3D integral to understand the overall stability of the wharf structure. The conclusion can provide reliable basis for the determination of deformation processing measures.
