摘要
镇江寺滑坡位于重庆市渝中区嘉陵江右岸,滨江路以路堤形式通过滑坡。滑坡长190m、宽70m、厚16m,体积17万立方米,下滑力2840.5KN/m。采用“h”型排架式抗滑桩,经济合理、质量可靠、施工方便,至今已经使用10年,效果良好,值得推广。
The Zhenjiang Temple landslide locates fight shore of Jialing River in Yuzhong District in Chongqing and Shore Road passes the landslide by the embankment form. Length of the landslide is 190m, width is 70m, thickness is 16m, the volume is 170000m3, and glide force is 2840.5kN/m. h-type anti-glide pile which is economical, reasonable, reliable and convenient already is used 10 years until now and is worth promoting.
出处
《重庆建筑》
2005年第10期48-50,共3页
Chongqing Architecture
关键词
嘉陵江滨江路
滑坡治理
方案
结构分析
Jialing River Shore Road
landslide government
plan
structure analysis
