|
|
Study on Pile-strut Bracing Structure of Excavation with Different Excavation Depth |
WU Jian-feng |
The Third Railway Survey and Design Institute Group Corporation,Tianjin 300142,China |
|
|
Abstract Research purposes: More and more excavations with different excavation depth have appeared,Researching the strain and stress of the supporting structure in the conditions of different depth of excavation,a finite element analysis model built on Ansys is proposed in the paper, which provides an important reference for the design.
Research conclusions:(1)The stress and strain of supporting structures change with pit excavation,nearby the pit plane,the value reach to maximum. (2) The result shows that there is the great difference between the stress and strain of supporting structures on two sides. So it’s necessary to calculate and analyse supporting structures on two sides separately while design the unbalanced excavation.(3)This paper provides valuable reference to design the unbalanced excavation.
|
Received: 28 April 2013
|
|
|
|
|
[1]高文华,杨林德.软土深基坑支护结构内力与变形时空效应的影响因素分析[J].土木工程学报,2001(5):92- 98.
Gao Wenhua, yang Linde. Analysis of Factors on Time- Space Effect of Internal Force and Deformation for Retaining Structure of Deep Foundation Pit Under Soft Soil [J].China Civil Engineering Journal, 2001(5): 92 - 98.
[2]陆新征,宋二祥,吉林,等.某特深基坑考虑支护结构与土体共同作用的三维有限元分析[J].岩土工程学报, 2003(4):488-491.
Lu Xinzheng ,Song Erxiang,Ji Lin, etc. 3-Dimensional FEA for the Interaction between Supporting Structure of Excavation and Soil in a Very Deep Pit [ J ] .Chinese Journal of Geotechnical Engineering, 2003(4):488- 491.
[3]杨光华.深基坑支护结构的实用计算方法及其应用[J]. 岩土力学,2004(12):25-29.
Yang Guanghua. Practical Calculation Method of Retaining Structures for Deep Excavations and Its Application [J].Rock and Soil Mechanics, 2004(12): 25 - 29.
[4]曾律弦,潘乱.ANSYS在环梁支护结构体系中的应用 [J].四川建筑科学研究,2006(4):88-90.
Zeng Lvxian, Pan Hong. Application of ANSYS in the Ring Beam Retaining Structure of Deep Foundation Pit [J].Sichuan Building Science , 2006 ( 4 ) : 88-90.
[5]常林越,沈健,徐中华.敏感环境下深基坑的设计与三维数值分析[J].铁道工程学报,2011(11):52-57.
Chang Linyue , Shen Jian , Xu Zhonghua. Design and 3D Numerical Analysis of a Deep Excavation in Close Proximity to Sensitive Properties [J].Journal of Railway Engineering Society, 2011(11): 52-57.
[6]王一鸣.有限元理论在基坑工程中的应用研究[D].南京:南京航空航天大学,2006.
Wang Yiming. Study on Application of Finite Element Method in Foundation Pit[D].Nanjing; Nanjing University of Aeronautics and Astronautics , 2006.
[7]张丙强.内撑式支护软土基坑有限元分析[J].岩土工程界,2006(3):49-51.
Zhang Bingqiang. Analysis of Braced Excavations in Soft Clays Using FEM [J].Geotechnical Engineering World, 2006(3) : 49-51.
|
|
|
|