介玉新, 于立群, 李广信, 李晓茹, 孙铁. 2006: 软土地基上垃圾填埋场的固结和沉降分析. 工程地质学报, 14(S1): 532-535.
    引用本文: 介玉新, 于立群, 李广信, 李晓茹, 孙铁. 2006: 软土地基上垃圾填埋场的固结和沉降分析. 工程地质学报, 14(S1): 532-535.
    JIE Yuxin, YU Liqun, LI Guangxin, LI Xiaoru, SUN Tie. 2006: ANALYSIS ON THE CONSOLIDATION AND SUBSIDENCE OF SOLID WASTE DISPOSAL BUILT IN SOFT SOIL. JOURNAL OF ENGINEERING GEOLOGY, 14(S1): 532-535.
    Citation: JIE Yuxin, YU Liqun, LI Guangxin, LI Xiaoru, SUN Tie. 2006: ANALYSIS ON THE CONSOLIDATION AND SUBSIDENCE OF SOLID WASTE DISPOSAL BUILT IN SOFT SOIL. JOURNAL OF ENGINEERING GEOLOGY, 14(S1): 532-535.

    软土地基上垃圾填埋场的固结和沉降分析

    ANALYSIS ON THE CONSOLIDATION AND SUBSIDENCE OF SOLID WASTE DISPOSAL BUILT IN SOFT SOIL

    • 摘要: 卫生填埋是城市废弃物处理的主要方式。垃圾填埋场多选址于山间沟谷或地基强度较高的地区。然而在平原、尤其滨海地区,垃圾填埋场往往只能建在强度较低的软土上。此时地基土的固结沉降和稳定问题将直接影响垃圾填埋场安全运行。但在这方面的实践经验和科研工作都做得不够。一方面要保证垃圾降解的有毒有害液体不能渗入地基内,污染地下水;另一方面,软弱地基又需要尽快固结,以提高地基承载力和地基土的强度。这给地基设计和地基处理提出了新的课题。本文结合某垃圾填埋场进行研究,分析填埋场地基的固结和沉降特性,为软基上垃圾填埋场建设提供参考。

       

      Abstract: Landfilling is the most important controlled method for municipal solid waste disposal, landfills is usually built in valleies or areas with stiff foundation soil. However, in beachfront ares,the landfills have to be constructed on soft soil. The consolidation and stability of foundation soil will then affect directly the safety and function of the landfill. However, either experience or research work is scarce on this question. On the hand, the ground water must protect from being polluted by poisonous water leaking from the landfill, on the other hand, fast consolidation is necessary to increase the strength and bearing capacity of soft soil, which bring forward new problem on foundation design and on ground treatment. Based on the research of one landfill, the consolidation and deformation of the soft ground were analyzed, which may be helpful to landfill designing on soft foundation.

       

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