摘要
西安市渼陂湖项目景区为合理利用建筑垃圾资源,开展了建筑垃圾造山建设。以此为例,通过对渼陂湖项目景区垃圾填料的物理力学性能试验,构建景山堆体三维计算模型,并对其固结沉降及抗滑稳定性进行分析。得到在不同工况下的沉降量范围和位移变化规律、最小安全系数,并对常见问题处理提出合理化建议,为类似项目提供指导。
In order to make rational use of construction waste resources,Xi'an Meibei Lake project scenic spot has carried out the construction of mountain using building waste.Taking this as an example,a three-dimensional calculation model of Jingshan mound is built through the physical and mechanical properties test of garbage filling in Meibei Lake project scenic spot,and its consolidation settlement and anti-sliding stability are analyzed.The settlement range,displacement variation law and minimum safety factor under different working conditions are obtained,and reasonable suggestions are put forward for the treatment of common problems,which provides guidance for similar projects.
作者
闫亚团
李盼
许广兴
王腾
续育飞
郭雄斌
顾玮晔
郭昆
YAN Yatuan;LI Pan;XU Guangxing;WANG Teng;XU Yufei;GUO Xiongbin;GU Weiye;GUO Kun(China Construction Third Bureau Group Co.,Ltd.,Xi'an,Shaanxi 710065,China)
出处
《建筑施工》
2022年第7期1701-1703,1708,共4页
Building Construction
基金
陕西省住房和城市建设厅科技计划项目课题(2021-K06)。
关键词
景区假山
建筑垃圾
固结沉降
抗滑稳定性
scenic rockery
construction waste
consolidation settlement
anti-sliding stability
