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城市高架桥下深基坑工程的施工 被引量:1

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摘要 中环线北虹路地道与延安西路高架桥交叉口处,采用开挖宽34 m、深11.2 m的大型基坑施工,势必对高架桥保护成为难点。介绍了采用围护结构,保证了现状交通和管线临时搬迁,施工中沉降和位移经实测均没有超过报警值,对高架桥影响很小。
作者 王亮生
出处 《中国市政工程》 2007年第A01期88-89,92,共3页 China Municipal Engineering
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同被引文献10

  • 1贾坚,罗发扬.高架基础旁深基坑开挖的变形控制方法[J].岩土工程学报,2006,28(B11):1610-1613. 被引量:7
  • 2A. T. C. Goh,K. S. Wong,C. I. Teh,D. Wen.Pile Response Adjacent to Braced Excavation[J]. Journal of Geotechnical and Geoenvironmental Engineering . 2003 (4)
  • 3De Beer E.E.The effects of horizontal loads on piles due to surcharge or seismic-effects.Proc 9th ICSMFE. Tokyo . 1977
  • 4Poulos H G.Analysis of piles in soil undergoing lateral movement. Jounrnal of The Soil Mechanics and Foundation Division, ASCE . 1973
  • 5Ito, Tomio,Matsui, Tamotsu,Hong, Won Pyo.EXTENDED DESIGN METHOD FOR MULTI-ROW STABILIZING PILES AGAINST LANDSLIDE. Soils and Foundations . 1982
  • 6Tomio Ito,Tamotsu Matsui,Won Pyo Hong.Design method for stabilizing piles against landslide-one row of piles. Soils and Foundations . 1981
  • 7Ong, D.E.L.,Leung, C.F.,Chow, Y.K.Behavior of pile groups subject to excavation-induced soil movement in very soft clay. Journal of Geotechnical and Geoenvironmental Engineering . 2009
  • 8L.Y. Ding,X.G. Wu,H. Li,H.B. Luo,Y. Zhou.??Study on safety control for Wuhan metro construction in complex environments(J)International Journal of Project Management . 2011 (7)
  • 9丁烈云,李炜明,吴贤国,周诚,骆汉宾.地铁循礼门车站深基坑施工监测分析[J].铁道工程学报,2010,27(9):74-77. 被引量:12
  • 10周承刚,高俊良.水泥土强度的影响因素[J].煤田地质与勘探,2001,29(1):45-48. 被引量:43

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