河南科学
河南科學
하남과학
HENAN SCIENCE
2014年
11期
2296-2299
,共4页
易领兵%杜明芳%苏冬霞%应本林%张斌
易領兵%杜明芳%囌鼕霞%應本林%張斌
역령병%두명방%소동하%응본림%장빈
桩锚支护%高架桥桥桩%深路堑%数值模拟
樁錨支護%高架橋橋樁%深路塹%數值模擬
장묘지호%고가교교장%심로참%수치모의
pile-anchor support%viaduct bridge piles%deep cut%numerical simulation
以郑州某近邻高架桥桥桩的深路堑工程为背景，采用Midas/GTS有限元软件对深路堑施工进行数值模拟，分析了深路堑施工过程对桩锚支护结构与邻近高架桥桥桩的影响，并与实际监测数据对比分析，论证了桩锚支护结构的实用可行性。
以鄭州某近鄰高架橋橋樁的深路塹工程為揹景，採用Midas/GTS有限元軟件對深路塹施工進行數值模擬，分析瞭深路塹施工過程對樁錨支護結構與鄰近高架橋橋樁的影響，併與實際鑑測數據對比分析，論證瞭樁錨支護結構的實用可行性。
이정주모근린고가교교장적심로참공정위배경，채용Midas/GTS유한원연건대심로참시공진행수치모의，분석료심로참시공과정대장묘지호결구여린근고가교교장적영향，병여실제감측수거대비분석，론증료장묘지호결구적실용가행성。
Taking a deep cutting engineering of a neighbor viaduct bridge pile in Zhengzhou as object,we used Midas/GTS finite element software deep cutting construction numerical simulation to analyze the impact of deep cutting during construction of pile anchor retaining structure with neighboring viaduct bridge piles. And comparative analysis with the actual monitoring data was carried out,demonstrating the practical feasibility of the pile anchor retaining structure.
