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竖向扩建飞灰填埋库区的中间衬垫系统优化设计

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填埋场竖向扩建飞灰填埋库区面临因整体沉降、不均匀沉降带来的中间衬垫系统设计难题。通过梳理沉降计算方法,提出一种具有 12 层结构的中间衬垫系统优化结构,该结构能够同时起到防渗隔离、抵抗不均匀沉降和导排底部填埋气的作用,与浙江省某填埋场的中间衬垫系统相比具有优越性。
Optimized Design of Intermediate Lining Systems for Vertical Expansion of Fly Ash Landfill Areas
The vertical expansion of landfill sites for fly ash disposal faces challenges in the design of intermediate lining systems due to overall settlement and uneven settlement.By reviewing the settlement calculation methods,an optimized intermediate lining system with a 12-layer structure was proposed,which could serve multiple functions of preventing seepage and isolation,resisting uneven settlement,and draining landfill gas from the bottom.Compared to the intermediate lining system of a landfill in Zhejiang province,this structure demonstrated superiority.

fly ash disposal areavertical expansionsettlementintermediate lining system

叶弘基、刘晨旭、叶剑、李鹤、陆雨峰、兰吉武

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浙江大学 岩土工程研究所,浙江 杭州 310058

浙江大学建筑设计研究院有限公司,浙江 杭州 311121

浙江大学 软弱土与环境土工教育部重点实验室,浙江 杭州 310058

飞灰填埋库区 竖向扩建 沉降 中间衬垫系统

2024

环境卫生工程
天津市市容环境工程设计研究所

环境卫生工程

CSTPCD
影响因子:0.279
ISSN:1005-8206
年,卷(期):2024.32(z1)