 
          3012
        
        
          Proceedings of the 18
        
        
          th
        
        
          International Conference on Soil Mechanics and Geotechnical Engineering, Paris 2013
        
        
          4 GEO-ENVIRONMENTAL PROBLEMS IN LANDFILLS
        
        
          WITH HIGH ORGANIC CONTENT
        
        
          (ii) Higher moisture content will increase the self weight of
        
        
          waste body especially under leachate recirculation. As indicated
        
        
          by Eq.6,
        
        
          
            F
          
        
        
          
            S
          
        
        
          will decrease with an increase of
        
        
          
            W
          
        
        
          
            i
          
        
        
          .
        
        
          4.1
        
        
          
            Leachate generation
          
        
        
          As mentioned in section 2.2, the difference between the initial
        
        
          moisture content and the field capacity of the Chinese MSW is
        
        
          greater than that of western countries, which is the main factor
        
        
          causing high leachate production. Simulation result (see Figure
        
        
          7) also shows that MSW with higher organic content and
        
        
          moisture content has larger leachate production. Therefore,
        
        
          calculation of leachate production in landfills with high organic
        
        
          content MSW cannot neglect the effect of initial moisture
        
        
          content and moisture release via decomposition of organic.
        
        
          Under certain circumstances (e.g. clogging of leachate
        
        
          collection system, etc.), high leachate mound might be resulted
        
        
          due to the high leachate production in Chinese landfills.
        
        
          (iii) During the bio-hydro-mechanical coupled process, the
        
        
          cohesion and friction angle mobilized at a certain strain level
        
        
          tend to change with an increase of waste age (see Figure 3).
        
        
          This makes the determination of
        
        
          
            F
          
        
        
          
            S
          
        
        
          even more complex.
        
        
          5 CONCLUSION
        
        
          Engineering properties of landfilled MSWs with high organic
        
        
          content in Asian developing countries are distinguished from
        
        
          those in developed countries. Numerical study through the
        
        
          BHM coupled model showed that landfilled MSWs with higher
        
        
          organic content tend to have larger leachate production, long-
        
        
          term settlement and possibility of slope failure. The model
        
        
          developed can be used to study the application of bioreactor
        
        
          landfilling technologies in landfills with high organic content.
        
        
          4.2
        
        
          
            Settlement in landfills
          
        
        
          The biodegradation-induced settlement rate is highly dependent
        
        
          on the decomposition condition of landfill. Under optimum
        
        
          biodegradation condition, Figure 8 shows that both samples will
        
        
          accomplish their settlement within about 5 years. Therefore, if
        
        
          the condition is adjusted via leachate recirculation or air
        
        
          injection, most settlement would occur during landfilling stage,
        
        
          which can significantly decrease post-closure settlement of
        
        
          landfill. Figure 8 also shows that instant settlements (i.e.,
        
        
          
            t
          
        
        
          = 0)
        
        
          of the two samples are close to each other. It is mainly due to
        
        
          the relatively higher
        
        
          
            C
          
        
        
          6 ACKNOWLEDGEMENTS
        
        
          The work was supported by the National Natural Science
        
        
          Foundation of China (Grant Nos. 10972195, 51010008), and the
        
        
          National Basic Research Program of China (“973” Project)
        
        
          (Grant No. 2012CB719800)
        
        
          
            C
          
        
        
          
            ’
          
        
        
          for Orchard Hills sample which is pre-
        
        
          shredded before tests. However, MSW from Qizishan landfill
        
        
          has much more long-term compression, which indicates the
        
        
          necessity of accelerating the biodegradation-induced settlement
        
        
          of landfills with high organic content.
        
        
          7 REFERENCES
        
        
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          4.3
        
        
          
            Landfill stability
          
        
        
          Based on the method of slices and the effective stress equation
        
        
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            i
          
        
        
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          + cos
        
        
          (1 )
        
        
          = =
        
        
          sin
        
        
          
            i i
          
        
        
          
            i
          
        
        
          
            i
          
        
        
          
            ai
          
        
        
          
            wi i
          
        
        
          
            i
          
        
        
          
            i
          
        
        
          
            S
          
        
        
          
            i
          
        
        
          
            i
          
        
        
          
            i
          
        
        
          
            c l W
          
        
        
          
            u u l tg
          
        
        
          
            R F
          
        
        
          
            T
          
        
        
          
            W
          
        
        
          
        
        
          
        
        
          
        
        
          
        
        
          
        
        
          
        
        
           
        
        
            
        
        
          
        
        
          
        
        
          
        
        
          
        
        
          
        
        
          
        
        
           
        
        
          
        
        
          (6)
        
        
          where
        
        
          
            R
          
        
        
          
            i
          
        
        
          and
        
        
          
            T
          
        
        
          
            i
          
        
        
          are resisting shear force and shear force acting
        
        
          along the slip surface respectively,
        
        
          
            c
          
        
        
          
            i
          
        
        
          
            ’
          
        
        
          and
        
        
          
            φ
          
        
        
          
            i
          
        
        
          
            ’
          
        
        
          are cohesion and
        
        
          the the effective stress friction angle respectively,
        
        
          
            α
          
        
        
          
            i
          
        
        
          
            ’
          
        
        
          is the
        
        
          slope angle,
        
        
          
            W
          
        
        
          
            i
          
        
        
          is the self weight,
        
        
          
            l
          
        
        
          
            i
          
        
        
          is the bottom length which
        
        
          equals
        
        
          
            b
          
        
        
          
            i
          
        
        
          
            /cosα
          
        
        
          
            i
          
        
        
          
            ’
          
        
        
          ,
        
        
          
            b
          
        
        
          
            i
          
        
        
          is the width of each slice, and
        
        
          
            u
          
        
        
          
            ai
          
        
        
          and
        
        
          
            u
          
        
        
          
            wi
          
        
        
          are
        
        
          the pore gas pressure and pore liquid pressure.
        
        
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          mechanical coupled model.
        
        
          
            SCIENCE CHINA-Technological
          
        
        
          
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          Landfill stability need to be assessed during the whole bio-
        
        
          hydro-mechanical coupled processes as:
        
        
          (i) Higher organic content and moisture content may promote
        
        
          gas generation. However, more gas may be trapped in high
        
        
          moisture content MSW due to the lowered gas permeability (see
        
        
          Figure 2). Figure 10 shows that a mixture of leachate and
        
        
          landfill gas was ejected to a height of up to 5 m when drilling
        
        
          vertical extraction wells in Xiaping landfill, China. It indicates
        
        
          that very high pore pressure (
        
        
          
            u
          
        
        
          
            ai
          
        
        
          and
        
        
          
            u
          
        
        
          
            wi
          
        
        
          ) may exist in waste
        
        
          body, which will decrease
        
        
          
            F
          
        
        
          
            S
          
        
        
          and cause a decrease in slope
        
        
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            landfill design and construction
          
        
        
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          Figure 9. Method of slices                 Figure 10. Ejection of leachate/gas