D. Alkema et al., EARTHQUAKE-TRIGGERED LANDSLIDES AT THE BRUNSSUMMERHEIDE, LIMBURG, THENETHERLANDS - PRELIMINARY STUDIES FOLLOWING THE 1992 ROERMOND EARTHQUAKE, Geologie en mijnbouw, 73(2-4), 1994, pp. 387-391
Two landslides occurred at the Brunssummerheide during, or shortly aft
er the main shock of the 1992 Roermond earthquake. The Brunssummerheid
e is located 25 km south of the epicentre. An earthquake can reduce th
e stability of a hillslope in three ways: firstly, the ground accelera
tion from seismic waves forms an additional destabilizing force; secon
dly, the shear strength may be reduced by an increase of the pore pres
sure, and thirdly, an earthquake may cause the breaking of small cohes
ive bonds between soil particles, thus reducing the overall cohesion.
Slope stability back-analyses were carried out to reconstruct the forc
es and processes during the event. Peak ground accelerations as predic
ted by empirical attenuation relationships are insufficient to cause i
nstability of the slopes. It is concluded that an increase of at least
100% in the pore pressures was required to destabilize the two hillsl
opes.