摘要
根据南湖圩堤顶裂缝性状和发生的边界条件 ,较详细地分析了裂缝产生的原因 ,并按临界状态抗滑稳定安全系数K =1进行堤防各土层物理力学参数反演分析 ,提出了堤身水泥粘土锥探灌浆和内外堤脚平台反压处理的方案 .
Based on the crack characteristics of the dyke top on Nanfu dyke and its boundary condition,this paper analyzed the reason of cracks and take the back analysis of the physical mechanical parameters of every layer soil of dykes by the critieal state of the stability against sliding.At last,it proposed the treatment plan.
出处
《江西水利科技》
2002年第3期153-156,共4页
Jiangxi Hydraulic Science & Technology
