摘要
文中针对滨江花园项目在边坡开挖期间存在的安全风险隐患,提出一种基于定性分析与定量评价相结合的边坡稳定性分析方案,整合钻孔取样结果与工程实践资料,确认拟建场地边坡处于不稳定状态。结果表明,在原有围护桩施工方案的基础上对施工材料选型进行优化设计,落实基坑沉降监测工作,并综合应用坡脚设置挡土墙、被动防护网等措施,最终可满足工程建设需求。相关研究成果可供参考。
In view of the potential safety risks during the slope excavation of Binjiang Garden Project, this paper proposes a slope stability analysis scheme based on the combination of qualitative analysis and quantitative evaluation, integrates the drilling sampling results and engineering practice data, and confirms that the slope of the proposed site is in an unstable state. The results show that, based on the original construction scheme of retaining pile, the construction material selection is optimized, the foundation pit settlement monitoring is implemented,and the measures such as retaining wall and passive protective net at the toe of slope are comprehensively used, which can finally meet the needs of engineering construction. Relevant research results are for reference.
作者
赵光达
Zhao Guangda(Fuzhou Institute of Technology,Fuzhou,Fujian 350506;Fujian Guomai Real Estate Development Co.Ltd.,Fuzhou,Fujian 350000)
出处
《江西建材》
2022年第11期334-335,338,共3页
Jiangxi Building Materials
关键词
基坑施工
钻孔取样
边坡稳定性
防护措施
Foundation pit construction
Borehole sampling
Slope stability
Protective measures
