【摘要】 长沙市某土质边坡经暴风雨后发生约60m长的滑坡,经分析事故原因为抗滑抗剪能力不足、两次切坡造成阻滑区减小和地勘资料不准等。采用双排桩、重力式挡土墙方案进行综合治理后,历经5年,未出现明显变形、开裂等异常情况。更多还原

【Abstract】 About 60 m soil slope slide happened in Changsha after a storm.After analysis,this accident was caused by deficient sliding resistance and shearing resistance,inaccurate geological survey and the resistance of the anti-slide segment being reduced after cutting the slope twice,etc.Double-row piles and gravity retaining wall were used for comprehensive treatment and they don’t have abnormal conditions,such as obvious deformation and cracking,within 5 years.更多还原