长沙市某医院深厚填土层边坡治理研究  

STUDY ON SLOPE TREATMENT OF DEEP FILLING SOIL IN A HOSPITAL OF CHANGSHA CITY

作　　者：李聪 Li Cong

机构地区：[1]长沙市公共工程建设中心,长沙410000

出　　处：《建筑技术开发》2023年第9期151-154,共4页Building Technology Development

摘　　要：长沙市某医院项目工程场地为渣土消纳场,均为深厚填土层,场地整平后将在场地四周形成高3~16 m的填方边坡。采用“放坡+格宾挡墙”边坡支护形式,有效解决短期内完成3~16 m的深厚填土层边坡治理难题。经过对边坡水平位移及沉降监测,在一个月以后逐步趋于稳定,水平位移及沉降的变形速率和变形累计值均未超过设计预警值。The site of an hospital project in Changsha is a waste disposal site,all of which are filled with deep soil layer.After the site is leveled,a filled slope with a height of 3~16 m will be formed around the site.The use of slope release+Gabion retaining wall form of slope support,effectively solve the short term to complete the 3~16 m deep fill soil slope management problem.After monitoring the horizontal displacement and settlement of the slope,it gradually tended to be stable after 1 month,and the deformation rate and cumulative value of the horizontal displacement and settlement did not exceed the design warning value.

关 键 词：某医院 深厚填土层 边坡支护 

分 类 号：TU473.1[建筑科学—结构工程]