SAFETY MONITORING AND FORECASTING OF AN OLD LANDSLIDE SITE ON TONG-HUANG HIGHWAY

ZHENG Liangfei; YE Wanjun; SHE Xuesen

Volume 15 Issue 5

Apr. 2011

Turn off MathJax

Article Contents

Article Navigation > JOURNAL OF ENGINEERING GEOLOGY > 2007 > 15(5): 684-688

ZHENG Liangfei, YE Wanjun, SHE Xuesen. 2007: SAFETY MONITORING AND FORECASTING OF AN OLD LANDSLIDE SITE ON TONG-HUANG HIGHWAY. JOURNAL OF ENGINEERING GEOLOGY, 15(5): 684-688.

Citation:

ZHENG Liangfei, YE Wanjun, SHE Xuesen. 2007: SAFETY MONITORING AND FORECASTING OF AN OLD LANDSLIDE SITE ON TONG-HUANG HIGHWAY. JOURNAL OF ENGINEERING GEOLOGY, 15(5): 684-688.

ZHENG Liangfei, YE Wanjun, SHE Xuesen. 2007: SAFETY MONITORING AND FORECASTING OF AN OLD LANDSLIDE SITE ON TONG-HUANG HIGHWAY. JOURNAL OF ENGINEERING GEOLOGY, 15(5): 684-688.

Citation:

ZHENG Liangfei, YE Wanjun, SHE Xuesen. 2007: SAFETY MONITORING AND FORECASTING OF AN OLD LANDSLIDE SITE ON TONG-HUANG HIGHWAY. JOURNAL OF ENGINEERING GEOLOGY, 15(5): 684-688.

PDF( 0 KB)

SAFETY MONITORING AND FORECASTING OF AN OLD LANDSLIDE SITE ON TONG-HUANG HIGHWAY

1.
Highway Engineering Laboratory of Special Territory Chang′an University, Xi′an 710064;
2.
Department of geological &|Environmental Engineering, Xi′an University of Science &|Technology, Xi′an 710054

Received Date: 2007-01-12
Rev Recd Date: 2007-03-14
Publish Date: 2007-09-29

Abstract

Abstract

The GM(2,1) model for safety inspection and forecasting of a landsliding site is set up based on Gray theory. The anisochronous displacement is changed to the isochronous serial with Lagrange function. This model is used to the Chuang-Kou landslide observation site in Tong-Huang expressway. The results show that the GM(2, 1) model has higher forecasting precision than the GM(1, 1). The study shows that the landslide is safe after completion of treatment. This result agrees well with the actual situation.
- Landslide,
- Safety observation,
- Gray forecast,
- Highway

FullText(HTML)

References(1)

References

[1] 唐天国,万星,刘浩吾.高边坡安全监测的改进GM模型预测研究
[J].岩石力学与工程学报,2005,24(2):307～312.Tang T ianguo,W an X ing,L iu H aow u.S tudy for GM mip rovem ent m odel forecast in safty inspect of h igh slope.Ch inese Journal of R ock M echanics and Eng ineering,2005,24(2):307～312.

[2] 蒋刚,林兽生,刘祖德,等.边坡变形灰色预测模型
[J],岩土力学,2000,21(3):243～246.J iang G ang,L in Shou sh eng,L iu Zude,et a.l G ray forecas t m odel for s lope deform ation.R ock and So il M echan ics.2000,21(3):243～246.

[3] 张雷,沈明荣,石振明.岩体边坡工程中的位移监测及分析
[J]..岩土力学,2003,24(增刊):202～205.Zhang Le,i Shen M ingrong,Sh i Zh enm ing.D isp lacem en t supervi s ion m ethod for rock slope engin eering and ana lysis.R ock and So il M echan ics,2003,24(supp lem en t):202～205.

[4] 殷坤龙,宴同珍.滑坡预测及相关模型
[J].岩石力学与工程学报,1996,15(1):1～8.Y in K un long,Y an Tongzh en.Land slide forecast and correlated model. C h inese Journal of R ock M ech an ics and Engin eer ing,1996,15(1):1～8.

[5] 张大海,江世芳,史开泉.灰色预测公式的理沦缺陷及改进
[J].系统工程理论与实践,2002,8(2):140～142.Zhang D ahai, W ang Sh ifang,Sh i K aiquan.Theory lmi itat ion and its mi provem en t of gray forecast formu la.Theory and P ract ice for System s E ngineering,2002,8(2):140～142.

[6] 邓聚龙.灰色系统基本方法
[M].武汉:华中理工大学出版社.1987.D eng Ju long.Bas icm ethods of gray system s.W u H an:Pub lish ing company of Hu azhong natu ral and p roject un ivers ity,1987.

Relative Articles

Supplements(0)

Cited By

Proportional views