摘要
依据某基坑临近体育馆的沉降监测数据,分析了锚索施工和斜支撑加固对基坑变形的影响,分析得出了造成体育馆墙体开裂原因,总结了营口饱和软土场地的深基坑支护设计和施工经验。
Accoording to the stellment curves of gymnasium,the causes of wall cracking in this building are analyzed.And also the design and construction experience of deep foundation excavation in saturated soft soil area are summarized.
作者
付国宾
王旭
曹瑞钠
Fu Guobin;Wang Xu;Cao Ruina(Liaoning Province Building Design&Research Institute Geotechnical Engineering Co.,Ltd.,Shenyang 110005,China)
出处
《山西建筑》
2019年第20期69-70,共2页
Shanxi Architecture
关键词
饱和软土
旋喷锚索
土体蠕变
建筑物开裂
saturated soft soil
jet grouting anchor
soil creep
buildings wall crack
