Mapping Rainfall-Triggered Slidequakes and Seismic Landslide-Volume Estimation at Heumoes Slope

被引:18
作者
Walter, M. [1 ]
Walser, M. [1 ]
Joswig, M. [1 ]
机构
[1] Univ Stuttgart, Inst Geophys, D-70174 Stuttgart, Germany
来源
VADOSE ZONE JOURNAL | 2011年 / 10卷 / 02期
关键词
D O I
10.2136/vzj2009.0147
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Applying the method of nanoseismic monitoring in field campaigns between 2005 and 2008 at the Heumoes landslide in the Austrian Alps, we discovered and located fracture processes with seismic local magnitudes (M-L) between -2.2 and -0.7. The creeping Heumoes slope consists of weak sediments (loamy scree and glacial till) and moves an average of a few centimeters per year at the surface. The seismic detection of single fracture processes or initial stress relief resolves the creeping movement of the slope into discrete rupture episodes. The spatial distribution of fractures is concentrated in parts of the slope with higher deformation rates at the surface. The temporal occurrence correlates with rainfall events and reinforces the assumption of a rainfall-triggered slope movement. In addition, we observed weak local earthquakes (M-L similar to 2) with a distance of similar to 10 km to have an influence on fracture generation at the slope. Furthermore, an average thickness of similar to 20 m (and a maximum of >30 m) for the unstable sediment cover of Heumoes slope was determined by refraction seismic techniques along several seismic profiles. The slope's total volume is estimated to be 107 m(3); its mass is approximately 1.6 x 10(7) Mg. The determination of the landslide volume is essential for further hazard assessment of the unstable Heumoes slope.
引用
收藏
页码:487 / 495
页数:9
相关论文
共 24 条
  • [1] [Anonymous], SEISMIC MONITORING U
  • [2] [Anonymous], P INT C LANDSL PROC
  • [3] Avci O, 2008, P APPL MATH MECH, V8, P10401
  • [4] BOGAARD TA, 2001, NETHERLANDS GEOGRAPH, V28, P192
  • [5] Bruckl E., 2006, International Symposium, Disaster Mitigation of Debris Flows, Slope Failures and Landslides, P571
  • [6] BUNESS AH, 2000, GEOL JB REICHE E, V52, P5263
  • [7] Deformation and localization analysis of partially saturated soil
    Ehlers, W
    Graf, T
    Ammann, M
    [J]. COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 2004, 193 (27-29) : 2885 - 2910
  • [8] GOMBERG J, 1995, GEOLOGY, V23, P41, DOI 10.1130/0091-7613(1995)023<0041:LFATFA>2.3.CO
  • [9] 2
  • [10] Evidence for rainfall-triggered earthquake activity
    Hainzl, S.
    Kraft, T.
    Wassermann, J.
    Igel, H.
    Schmedes, E.
    [J]. GEOPHYSICAL RESEARCH LETTERS, 2006, 33 (19)