Document Type : Original Research Paper

Authors

Building and Housing Research Center, Dept. of Geotechnic,Tehran, Iran.

Abstract

This paper describes a multidisciplinary approach for evaluation of statically triggered landslide that occurred in Germi, Ardebil province on 1382. With respect to the evidence, no other mass movement was recorded in the adjacent areas despite the geological and geomorphological homogeneity. Field observations indicate that subsurface water level changes are the most important parameter in triggering the landslide. Hence, the study was focused on an analysis of the role of subsurface water level changes in triggering the landslide. The slope inclines steeply at crown and very gentle towards the toe of landslide. Field data dealing with geomorphology, geophysics (vertical electrical sounding or VES) and geotechnics were acquired and analyzed with the service of Rock Work 2004 and Arc GIS softwares in order to investigate the cause effect relationships between water level changes and mass movement. The geophysical survey detected two buried paths on the flanks of landslide and a three layer internal structures composed of surface deposit, natural bed rock and saturated zones. Based on the results, 21 test pits were located and excavated to the depth of hard layer. Representative material of the study area was selected and tested. Based on the lab tests, the slope was analyzed using Slide Software and remedial measures were recommended.
 

Keywords

 
References
Bojorque, J., De Roeck, G. & Maertens,  J., 2007- Comments on- Two- dimensional slope stability analysis by limit equilibrium and strength reduction methods, computer and Geotehnics. PP 137- 150
Cardimona, S., 2002- Electerical Resistivity Techniques for subsurface investigation. Department of Geophysics, university of Missouri Rolla-Mo.
Chelli, A. & Mandrone, G. & Truffellig, G., 2006- Investigation and Monitoring as tools for modeling the ressena Castle Landslide Journal of landslide, PP252-259
Cheng, Y.M., Lansivaara, T., Wei, W.B, 2007- Two-dimensional slope stability analysis by limit equilibrium and strength reduction methods. Computers and Geotechnics, 34 (2007), pp 137- 150.
Ching, R.K.H. & Fredlumd, D.G., 1983- Some difficulties associated with the limit equilibrium methods of slices, Canadian Geotechnical journal. PP 441- 672.
Deoja, B., Dhital, M., Thapa, B., Wagner, A., Mountain risk engineering handbook-part II, international center for integrated mountain development, 872p.
Hengxing, L., Chenghuz, Lee, C.F., sijing, W. & Faquan, W.V., 2003- Rainfall induced landslide stability analysis in response to transient pore pressure Science in china ser. E Technological sciences Vol. 46. pp. 52- 68.
Hoek, E. & Bray, J.w., 1981- Rock Slope Engineering Revised 3rd Edition, the institution of mining and metallurgy, London.
Jiao, J. J., Wang, Xu, S. & Nandy, S., 2005- Confined ground water zone and slope instability in weathered igneous rocks in Hong Kong. Engineering Geology Journal.PP 71- 92.
Lapenna, V., Lorenzo, P., Perrone, A., Piscitelli, S., Rizzo, E & Sdaof., 2005- 2D electrical resistivity imaging of some complex landslides in Lucanian chain, Southern Italy, Society of exploration Geophysics, Volume 70, pp B11- B18.
Ng, C.W.W. & shi, Q., 1998- influence of rainfall intensity and duration on stability in unsaturated soils. Quarterly journal of Engineering Geology & Hydrogeology. PP 105- 113.
Park, S.G., Asano, S., Matsuura, S., Okamoto, T. & Kim, J., 2005- Geoelecerical laboratory and field studies of ground water occurrence in a landslide area: a case study from japan. Exploration Geophysics. Pp & 6. 91.
Sarris,  A., Vallianatos F., Soupios, P., Papadopulus,  I. &Savaidis, A., 1995- Application of Geophysical Methods in Urban Areas to Determine the Site Response in Environmental Risks. Journal of applied Geophysics.PP 289- 30.
Yague, A.G., 1978- Modern methods used in study of mass movement. Journal of Bulletin of Engineering Geology and Environment. PP 65- 71.