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民安路2号桥台后路基处理设计

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为探讨江心洲民安路2 号桥台后路基处理方法,采用理正软件进行数值模拟,计算水泥搅拌桩与气泡混合轻质土两种处理方法的沉降量,并结合造价、周边管线、项目工期等因素综合比选.分析表明,两种处理方法均能满足工后沉降要求,气泡混合轻质土在路基整体性、工程造价、项目工期等方面具有明显的优势,最终采取气泡混合轻质土进行民安路 2 号桥台后路基处理.
Design of Roadbed Treatment behind the Abutment of Bridge No.2 on the Min'an Road
In order to discuss the subgrade treatment method behind the No.2 abutment of Min'an Road in Jiangxin Island,the numeri-cal simulation was carried out with Lizheng software to calculate the settlement of cement mixing pile and bubble mixed light soil treat-ment methods,and comprehensive comparison was made based on the factors such as cost,surrounding pipelines,project duration,etc.Analysis shows that both treatment methods can meet the requirements of post construction settlement.Bubble mixed light soil has obvi-ous advantages in terms of roadbed integrity,engineering cost,project duration,etc.Finally,bubble mixed light soil was adopted for the treatment of the post construction roadbed of Min'an Road No.2 abutment.

roadbed behind bridge abutmentcement mixing pilebubble mixed light soil

周斌、孙晓锋、吕纪佑

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中新南京生态科技岛投资发展有限公司,江苏 南京 210019

台后路基 水泥搅拌桩 气泡混合轻质土

2024

黑龙江交通科技
黑龙江省交通科学研究所,黑龙江省交通科技情报总站

黑龙江交通科技

影响因子:0.977
ISSN:1008-3383
年,卷(期):2024.47(2)
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