|Table of Contents|

Assessment of scouring stability on subgrade slope based on catastrophe theory(PDF)

长安大学学报(自然科学版)[ISSN:1006-6977/CN:61-1281/TN]

Issue:
2011年02期
Page:
29-32
Research Field:
Publishing date:
2011-04-30

Info

Title:
Assessment of scouring stability on subgrade slope based on catastrophe theory
Author(s):
YAN Ke-zhen LIAO Hua-rong
School of Civil Engineering, Hunan University, Changsha 410082, Hunan, China
Keywords:
road engineering stability assessment catastrophe theory embankment slope erosion subordinate index
PACS:
U416.14
DOI:
-
Abstract:
A new method which combines fuzzy math and catastrophe theory was introduced to assess scouring stability on subgrade slope in the condition of rainfall, and a stable slope erosion comprehensive assessment system was developed on the base of on-site monitoring data. In order to avoid the subjectivity of artificial weight, the catastrophe theory is applied to multi-criteria evaluation and decision. Firstly, select the underlying Index from on-site monitoring data and calculate according to standardized membership function, then the ultimate catastrophe function of scouring slope is obtained through quantitative computing by the normalization formula of different catastrophe models, thus achieving the stability of the slope safety evaluation. Finally, an engineering example is analyzed by the method. The results indicate that the evaluation method is scientific and feasible. 4 tabs, 1 fig, 12 refs.

References:

[1]汪益敏,王秉纲.公路土质路基边坡坡面冲刷稳定性的模糊综合评价[J].中国公路学报, 2005,18(1):2429. WANG Yimin,WANG Binggang.Fuzzy evaluation method of scouring stability on soil subgrade slop[J].China Journal of Highway and Transport,2005,18(1):2429.
[2]郝建新,林雄斌,姜言松.基于神经网络的边坡冲刷稳定性综合评价[J].水运工程,2007(2):1113. HAO Jianxin,LIN Xiongbin,JIANG Yansong.Comprehensive evaluation of slope erosion stability based on neural network[J].Port & Waterway Engineering,2007(2):1113.
[3]张春海,魏玉峰,郝建新.基于神经网络的边坡冲刷稳定性综合评价[J].建筑与工程,2007(3):7475. ZHANG Chunhai,WEI Yufeng,HAO Jianxin.The compositive evaluation of slope in erosion based on article neural network[J].Architecture and Engineering,2007(3):7475.
[4] Poston T,Stewart I.Catastrophe theory and its application[M].London:Pitman,1978.
[5]Aerts D,Czachor M,Gabora L,et al.Quantum morphogenesis:a variation on Thom's catastrophe theory[J].Physical Review E,2003,67(5):1-13.
[6]Britol,Fiolhais M,Paixaoj.Cylinder on an incline as a fold catastrophe system[J].European Journal of Physical,2003,24(2):115-123.
[7]Anthony N K.Dynamic buckling of simple two-bar frames using catastrophe theory[J].International Journal of Nonlinear Mechanics,2002,37:1249-1259.
[8]左宇军,李夕兵,马春德,等.动静组合载荷作用下岩石失稳破坏的突变理论模型与试验研究[J].岩石力学与工程学报,2005,24(5):741-746. ZUO Yu-jun,LI Xi-bing,MA Chun-de,et al.Catastrophic model and testing study on failure of static loading rock system under dynamic loading[J].Chinese Journal of Rock Mechanics and Engineering,2005,24(5):741-746.
[9]罗红明,唐辉明,胡 斌,等.基于突变理论的反倾层状岩石边震稳定性研究[J].中国农村水利水电,2007(10):58-60. LUO Hong-ming,TANG Hui-ming,HU Bin,et al.Study on the stability of the counter-tilt stratified rock slope based on catastrophic theory[J].China Rural Water and Hydropower,2007(10):58-60.
[10]龙 辉,秦四清,万志清.降雨触发滑坡的尖点突变模型[J].岩石力学与工程学报,2002,21(4):502-508. LONG Hui,QIN Si-qing,WAN Zhi-qing.Catastrophe analysis of rainfall-induced landslides[J].Chinese Journal of Rock Mechanics and Engineering,2002,21(4):502-508.
[11]赵志锋,徐卫亚.基于突变理论的边坡安全稳定性综合评价[J].岩石力学与工程学报, 2007,26(增1):2707-2712. ZHAO Zhi-feng,XU Wei-ya.Comprehensive assessment of slope safety and stability based on catastrophe theory[J].Chinese Journal of Rock Mechanics and Engineering,2007,26(S1):2707-2712.
[12]梁桂兰,徐卫亚,何育智,等.突变级数法在边坡稳定综合评判中的应用[J].岩土力学, 2008,29(7):1895-1899. LIANG Gui-lan,XU Wei-ya,HE Yu-zhi,et al.Application of catastrophe progression method tocomprehensive evaluation of slope stability[J].Rock and Soil Mechanics,2008,29(7):1895-1899.

Memo

Memo:
-
Last Update: 2011-04-30