|
|
|
GIS based Seismic Stability Zonation of Slope around Lanzhou City

Figure 5. Seismic stability zonation map of slopes around Lanzhou city (63.5% probability of exceedance in 50 years)
From above results we can see the slopes at south of Xigu district and Qilihe district have the highest landslide susceptibility in Lanzhou city. Many landslides occurred in this region in history [Wu et al., 1996], suggesting that the results are reasonable.
5 Conclusion
Based on the deterministic model for landslide evaluation, the distribution of safety factor of the slopes around Lanzhou city under three probability of exceedance were calculated using a pseudo-static analysis method of slope instability proposed by Koppula. GIS technology was used to support this work.
The results of seismic stability analysis of the slopes around Lanzhou city agree with the history landslide occurrence. The slopes at south of Xigu district and Qilihe district have the highest landslide susceptibility, which region should be defended preferentially.
Reference
- Barredo, J.I., A. Benavides, J. Hervas, and C.J.V. Westen, Comparing heuristic landslide hazard assessment techniques using GIS in the Tirajana basin, Gran Canaria Island, Spain, International Journal of Applied Earth observation and Geoinformation, 2 (1), 9-23, 2000.
- Clerici, A., S. Perego, C. Tellini, and P. Vescovi, A procedure for landslide susceptibility zonation by the conditional analysis method, Geomorphology, 48, 349-364, 2002.
- Dai, F.C., and C.F. Lee, Landslide characteristics and slope instability modeling using GIS, Lantau Island, Hong Kong, Geomorphology, 42, 213-228, 2002.
- Donati, L., and M.C. Turrini, An objective method to rank the importance of the factors predisposing to landslides with the GIS methodology: application to an area of the Apennines (Valnerina; Perugia, Italy), Engineering Geology, 63, 277-289, 2002.
- Esmali, and H. Ahmadi, Using GIS & RS in mass movements hazard zonation - a case study in Germichay Watershed, Ardebil, Iran, in Map India Conference 2003, 2003.
- Gupta, R.P., and B.C. Joshi, Landslide hazard zoning using the GIS approach - a case study from the Ramganga Catchment, Himalayas, Engineering Geology, 28, 119-131, 1990.
- Jibson, R.W., E.L. Harp, and J.A. Michael, A method for producing digital probabilistic seismic landslide hazard maps, Engineering Geology, 58, 271-289, 2000.
- Koppula, S.D., Pseudo-static analysis of clay slopes subjected to earthquakes, Geotechnique, 34 (1), 71-79, 1984.
- Luzi, L., and F. Pergalani, Applications of statistical and GIS techniques to slope instability zonation (1:50,000 Fabriano geological map sheet), Soil Dynamics and Earthquake Engineering, 15, 83-94, 1996.
- Miles, S.B., and C.L. Ho, Rigorous landslide hazard zonation using Newmark's method and stochastic ground motion simulation, Soil Dynamics and Earthquake Engineering, 18, 305-323, 1999.
- Refice, A., and D. Capolongo, Probabilistic modeling of uncertainties in earthquake-induced landslide hazard assessment, Computers & Geosciences, 28, 735-749, 2002.
- Sun, C.S., and B.W. Chen, The results of microzonation in Lanzhou city, Lanzhou Institute of Seismology, Lanzhou, 1991.
- Technical Committee for Earthquake Geotechnical Engineering, T., ISSMGE, Manual for Zonation on Seismic Geotechnical Hazards, The Japanese Geotechnical Society, 1999.
- Wang, Y.Q., and L.M. Wang, A GIS based seismic hazard zonation system of loess for Lanzhou city, in 3rd International Conference on Soft Soil Engineering, edited by C.F. Lee, C.K. Lau, C.W.W. Ng, A.K.L. Kwong, P.L.R. Pang, J.-H. Yin, and Z.Q. Yue, pp. 161-164, A. A. Balkema, HongKong, 2001.
- Wu, W.J., X.C. Feng, Z.R. Wang, and W.P. Wang, The hazard and control of landslide and debrisflow in Lanzhou city, Journal of Xi'An College of Geology, 18 (3), 43-50, 1996.
|
|
|