Dichotomy Slope Optimization Design Methods Based on the Method of Bisection and CSF Technology

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Abstract:

The Based on the analysis method of bisection, the critical slip field technology and the residual thrust method of slope ultimate equilibrium,the functional relationship between the slope angle θ and maximum residual thrust Pmax is established. As it can determine the θ value increment size and value range according to identify the positive and negative of equation P=f(θ); then by means of the searching for calculation and discrimination of system,it ultimately can solve the numerical solution of Pmax=0 in a limited height ,security status and engineering geological conditions and find the limit slope angle θ*. Thus it can deal with the open-air high and steep slope optimization design, and simultaneously resolve the design the technology of landslide treatment and the optimization program ,At the same time it has engineering application value.

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3029-3034

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September 2013

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© 2013 Trans Tech Publications Ltd. All Rights Reserved

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[1] Qian jia-huan, Yin zong-ze: general editorshipGeotechnical principles and calculation [M]. the secondedition Beijing:China Water Power Press,1996. 302~344.

Google Scholar

[2] Zheng ying-ren, Zhao shang-yi. Application of strength reduction FEM in soil and rock slope[J]. Chinese Journal of Rock Mechanics and Engineering, 2004, 23(29): 3382一3555.

Google Scholar

[3] Zhao shang-yi, Zheng ying-ren, Chi wei-min et al. Analysis on safety factor of slope by strength reduction FEM [J]. Chinese Journal of Rock Mechanics and Engineering, 2002, 24(s). 343一546.

Google Scholar

[4] Zheng Ying-ren,Zhao Shang-yi,Deng Wei-dong . Numerical simulation on failure mechanism of rock slope by strength reduction FEM[J]. Chinese Journal of Rock Mechanics and Engineering, 2005, 22(12). 1943一1952.

Google Scholar

[5] Zhu da-yong. Critical slip field of slope and its numerical simulation [J]. Chinese Journal of Rock Mechanics and Engineering, 1997, 9 (1): 63~69.

Google Scholar

[6] Zhu da-yong, Zhou zao-sheng. Theory of globally critical slip field of slopes and its application to practical engineering China Civil Engineering Journal, 1999, 32 (3): 66~72.

Google Scholar

[7] Zhu da-yong, Qian hu-sheng, Zhou zao-sheng. Based on the residual thrust method of critical sliding field slope[J]. Chinese Journal of Rock Mechanics and Engineering, 1999(6): 667~670.

Google Scholar

[8] Li qing-yang,Wang neng-chao,Yi da-yi edit. Numerical analysis[M]. the fifth edition. Beijing: Tsinghua University Press,2008. 211~214.

Google Scholar

[9] Sun shi-guo, Ran qi-fa, Li guo-zhu. Method of optimum design using technology of critical sliding field[ J]. China Mining Magazine,2006 ( 10) : 72-74.

Google Scholar

[10] Sun shi-guo. Effect of combined underground and open pit mining and deformation mechanism of slope [J]. Chinese Journal of Rock Mechanics and Engineering, 1999, 18(5): 360~364.

Google Scholar