Over-excavation forecast of underground opening by using Bayes discriminant analysis method

Feng-qiang Gong , Xi-bing Li , Wei Zhang

Journal of Central South University ›› 2008, Vol. 15 ›› Issue (4) : 498 -502.

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Journal of Central South University ›› 2008, Vol. 15 ›› Issue (4) : 498 -502. DOI: 10.1007/s11771-008-0094-8
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Over-excavation forecast of underground opening by using Bayes discriminant analysis method

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Abstract

A method to forecast the over-excavation of underground opening by using the Bayes discriminant analysis(BDA) theory was presented. The Bayes discriminant analysis theory was introduced. Based on an engineering example, the factors influencing the over-excavation of underground opening were taken into account to build a forecast BDA model, and the prior information about over-excavation of underground opening was also taken into consideration. Five parameters influencing the over-excavation of opening, including 2 groups of joints, 1 group of layer surface, extension and space between structure faces were selected as geometric parameters. Engineering data in an underground opening were used as the training samples. The cross-validation method was introduced to verify the stability of BDA model and the ratio of mistake-discrimination was equal to zero after the BDA model was trained. Data in an underground engineering were used to test the discriminant ability of BDA model. The results show that five forecast results are identical with the actual situation and BDA can be used in practical engineering.

Keywords

underground opening / over-excavation / Bayes discriminant analysis / forecast

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Feng-qiang Gong, Xi-bing Li, Wei Zhang. Over-excavation forecast of underground opening by using Bayes discriminant analysis method. Journal of Central South University, 2008, 15(4): 498-502 DOI:10.1007/s11771-008-0094-8

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References

[1]

ChakrabortyA. K., RainaA. K., RamuluM., ChoudhurY. P. B., HaldarA., SahooP., BandopadhyayC.. Development of rational models for tunnel blast prediction based on a parametric study [J]. Geotechnical and Geological Engineering, 2004, 22(4): 477-496

[2]

MaerzN. H., IbarraJ. A., FranklinJ. A.. Overbreak and underbreak in underground openings (part 1): Measurement using the light section method and digital image processing [J]. Geotechnical and Geological Engineering, 1996, 14(4): 307-323

[3]

FranklinJ. A., MaerzN. H., IbarraJ. A.. Overbreak and underbreak in underground openings (part 2): Causes and implications [J]. Geotechnical and Geological Engineering, 1996, 14(4): 325-340

[4]

WuJ. M., MahtabA.. Overbreak forecast of underground opening in jointed rock mass [J]. Journal of Engineering Geology, 1999, 7(1): 3-8

[5]

WeiJ.-h., SunS.-r., PengJ.-z., ChenX.-c., WuJ.-m., ChenY.-hui.. Study on forecasting and evaluation of overbreak in double-arch tunnels of highway [J]. Chinese Journal of Rock Mechanical and Engineering, 2006, 25(S1): 3324-3329

[6]

SunS.-r., WuJ.-m., WeiJ.-hong.. The predication of overbreak block in the openings based on wavelet neural network of geology statistical model [J]. Chinese Journal of Rock Mechanical and Engineering, 2003, 22(8): 1344-1349

[7]

MahtabM. A., RosslerK., KalamarasG. S., GrassoP.. Assessment of geological overbreak for tunnel design and contractual claims [J]. International Journal of Rock Mechanics and Mining Sciences, 1997, 34(3/4): 185.e1-185.e13

[8]

SinghS. P., XavierP.. Causes, impact and control of overbreak in underground excavations [J]. Tunnelling and Underground Space Technology, 2005, 20(1): 63-71

[9]

SuY.-h., SunX.-m., ZhaoM.-hua.. Fractal character of over-excavation of tunnel surrounding rock [J]. Journal of China University of Mining and Technology, 2006, 35(1): 89-93

[10]

WangM.-n., GuanB.-shu.. Statistic characteristic research of over-excavation and under-excavation in surrounding rock of high road tunnel and its effect on reliability degree [J]. Chinese Journal of Geotechnical Engineering, 1997, 19(1): 83-88

[11]

SheJ., ZhongX.-zhi.. Statistic characteristic research of over-excavation and under-excavation highroad tunnel [J]. Journal of Chongqing Traffic College, 2000, 19(2): 15-20

[12]

ZhaoH.-bing.. Statistic characteristic research of over-excavation and under-excavation in tunnel constructed by blasting method [J]. Journal of Railroad Engineering, 1999, 8(3): 106-110

[13]

WuJ.-m., SunS.-r., WeiJ.-hong.. Forecast of overbreak in opening based on discontinuity surface mapping of mechanics mechanism [J]. Rock and Soil Mechanics, 2004, 25(8): 1220-1224

[14]

WangX.-min.Applied multivariate statistic [M], 1999, Shanghai, Shanghai University of Finance and Economics Press

[15]

FanJ.-c., MeiC.-lin.Data analysis [M], 2002, Beijing, Science Press

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