摘要
结合目前北京地区桩锚支护基坑旋喷止水工艺常见的设计方案及实际止水效果,分析了利用桩间旋喷止水工艺止水的利弊。总结了影响桩间旋喷止水工艺效果的主要因素,初步提出了桩间旋喷止水工艺的改进建议。
Based on the design of pile-anchor supporting with jet grouting water-stop curtain and practical water sealing up effect in Beijing area, this paper analyzes the advantages and disadvantages, points out the influence factors of jet grouting water stop curtain between supporting piles, and presents some improvement views.
出处
《城市地质》
2015年第B12期26-29,共4页
Urban Geology
关键词
旋喷桩
止水帷幕
护坡桩
基坑支护
Jet grouting piles
Water stop curtain
Supporting piles
Foundation excavation