On Overloading Design Method for the Slope of Deep Foundation Pit with Layered Soil Braced by Soil Nail

Li Hua Li

doi:10.4028/www.scientific.net/AMM.438-439.724

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 438-439On Overloading Design Method for the Slope of Deep...

On Overloading Design Method for the Slope of Deep Foundation Pit with Layered Soil Braced by Soil Nail

Abstract:

Based on plastic limit equilibrium theory of soil, the suitable values of energy safety factor are discussed here from energy work rate, the new design method for vertical slope of deep foundation pit with layered soil braced by soil nail with even overloading on slope top is proposed and engineering example is given out.

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Periodical:

Applied Mechanics and Materials (Volumes 438-439)

Pages:

724-727

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.438-439.724

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Online since:

October 2013

Authors:

Li Hua Li

Keywords:

Energy Safety Factor, Even Overloading, Layered Soil, Soil Nail

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References

[1] E. Ausilio, E. Conte, Stability of uniformly reinforced slopes, Geotech. Geoenviron. Eng. ASCE, 125 (1999) 4-6.

DOI: 10.1061/(asce)1090-0241(1999)125:1(81)

Google Scholar

[2] Ashraf. M. Ghaly, Stability of retaining walls against overturning, Geotech. Geoenviron. Eng. ASCE, 125 (1999) 1-3.

DOI: 10.1061/(asce)1090-0241(1999)125:3(228)

Google Scholar

[3] M. Srbulov, Analyses of stability of geogrid reinforced steep slopes and retaining walls, Computer and Geotechnics, 28 (2001) 88-89.

DOI: 10.1016/s0266-352x(00)00032-x

Google Scholar

[4] E. Ausilio, E. Conte, G. Dente, Seismic stability analysis of reinforced slopes, Soil Dynamics Earthquake Engineering, 19 (2000) 156-158.

DOI: 10.1016/s0267-7261(00)00005-1

Google Scholar

[5] Awad A. Al-Karni, Mosleh A. Al-Shamrani, Study of the effect of soil anisotropy on slopes stability using method of slices, Computers and geotechnics, 26 (2000) 17-19.

DOI: 10.1016/s0266-352x(99)00046-4

Google Scholar

[6] Thomas C. Sheahan, Carlton L. Ho, Simplified trial wedge method for soil nailed wall analysis, Geotech. Geoenviron. Eng., ASCE, 129 (2003) 52-53.

DOI: 10.1061/(asce)1090-0241(2003)129:2(117)

Google Scholar

[7] T. D. Stark, H. T. Eid, Performance of there-dimensional slope stability methods in practice, Geotech. Geoenviron. Eng., ASCE, 128 (2002) 110-113.

Google Scholar