镇江市特教中心古运河整治工程中的竖直式石驳挡土墙高5m。2003年7月因连降暴雨,该处运河岸坡发生了滑坡,坡体向运河方向滑动,土体落差3～4m,坡脚隆起,滑坡体长度88m,宽度65m。1滑坡成因分析滑坡勘察资料(见表1)揭示,滑 Zhenjiang Special Education Center Ancient Canal renovation project in the vertical stone barred retaining wall 5m high. In July 2003, due to the heavy downpour, the landslide occurred on the banks of the canal where the slides slipped toward the canal. The soil mass fell 3 ~ 4m and the foot of the slope was uplifted. The length of the landslide was 88m and the width was 65m. Landslide Formation Analysis Landslide survey data (see Table 1) reveals that slippery