analysis on two typical landslide hazard phenomena in the wenchuan earthquake by field investigations and shaking table tests based on our field investigations of landslide hazards in the wenchuan earthquake some findings can be reported 1 the multiaspect terrain facing empty isolated mountains and thin ridges reacted intensely to the earthquake and was seriously damaged 2 the slope angles of most landslides was larger than 45 considering the above disaster phenomena the reasons are analyzed based on shaking table tests of onesided twosided and foursided slopes the analysis results show that 1 the amplifications of the peak accelerations of foursided slopes is stronger than that of the twosided slopes while that of the onesided slope is the weakest which can indirectly explain the phenomena that the damage is most serious 2 the amplifications of the peak accelerations gradually increase as the slope angles increase and there are two inflection points which are the point where the slope angle is 45 and where the slope angle is 50 respectively which can explain the seismic phenomenon whereby landslide hazards mainly occur on the slopes whose slope angle is bigger than 45 the amplification along the slope strike direction is basically consistent and the step is smooth