Applied Research on Underpinning Technology for Protection of Structure Closed to Deep Excavation
DOI:
https://doi.org/10.18311/ijprvd/2022/30658Keywords:
Underpinning Technology, Mini-Pile, Load Transmission, Deep Excavation, Structure Protection, Soil Nail Wall.Abstract
Building structures are insecurity when it is closed to foundation pit, which likely to collapse or produce large deformation due to design or construction faults. Dead loads of structures applied on the top of pit slope and add the probability of circular sliding of slope. Underpinning technology can transfer loads to the deeper soil layer and deformation had been restrained effectively. With the development of foundation underpinning technique, more and more mini-pile should be drilled through the foundation inner or outer buildings structures. When the structures protected by underpinning method, the foundation pit supporting project can be designed more easily and flexibly. By one engineering example, underpinning technology and foundation pit supporting technology are combined and applied to protect the stability of structures near the pit. Using the united method, the loads of structures are transferred vertical and pressure on the top is reduced highly, active earth pressure is lower at the same time, so that the excavation stability can be achieved more easily. The engineering examples provide better technical references for similar projects.Downloads
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Accepted 2022-07-11
Published 2022-07-12
References
Robison M. S., (2010): “Excavation support and micropile underpinning in Vail, Colorado”, GeoTrends, Denver, Colorado, United States.
Stulgis R. P., Barry B. E., Francis S., Harvey Jr., (2004): “Foundation underpinning with mini-piles “A First” in Guyana, South America”, GeoSupport Conference, Orlando, Florida, United States.
Han Jie, Ye Shu-Lin, (2006): “A field study on the behaviour of a foundation underpinned by micropiles”, Canadian Geotechnical Journal, Vol.43(1), P30–42
Babu G.L.S., Murthy B.R.S., Murthy D.S.N., Nataraj M.S., (2004): “Bearing capacity improvement using micropiles A case study”. Geotechnical Special Publication, (124): 692-699
Bhattacharjee A., Mittal S., Krishna A., (2011): “Bearing capacity improvement of square footing by micropiles”, International Journal of Geotechnical Engineering, 5(1): 113-118
Moayed R.Z., Naeini S.A., (2012): “Imrovement of loose sandy soil deposits using micropiles”, Ksce Journal of Civil Engineering, 16(3): 334-340
Yu-gu Huang, Fei Zhou, (2006): “The application of the micro steel pipe piles in foundation reinforcement engineering”, Sichuan Architecture, 26(3): 76-77
Liu Da-ping. (2009): Transmission line analysis of the application of micro-pile foundation [J]. Anhui Electric Power, 26(2): 35-38
Yang Zhi-yin, Zhang Jun, Wang Kai-xu, (2005): “Development of composite soil nailing walls”, Chinese Journal of Geotechnical Engineering, 27(2): 153-156
Feng Shen-duo, Yang Zhi-yin, Wang Kai-xu, Xu Bin, (2004): “Complex deep foundation pit technology of successful application of composite soil nailing wall”, Industrial Construction, 33(z2): 229-235
Zhang S.L., Lu F.T., (2014): “Numerical analysis of composite soil nailing wall”, Advanced Materials Research, 1065-1069(1): 48-52
Ding J.S., Xian Y.Q., Liu T.J., (2011): “The 3-D finite element numerical analysis of composite soil nailing walls in the foundation pit engineering”, Applied Mechanics and Materials, 90-93: 2358-2362
Ousta R., Shahrour I., (2001): “Three-dimensional analysis of the seismic behaviour of micropiles used in the reinforcement of saturated soil”, International Journal for Numerical & Analytical Methods in Geomechanics, 25(2):183–196
Alsaleh H., Shahrour I., (2009): “Influence of plasticity on the seismic soi-micropiles-structure interaction”, Soil Dynamics Earthquake Engineering, 29(3): 574-578.