Page 139 - Numerical Analysis and Modelling in Geomechanics
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120 C.W.W.NG AND Q.SHI



























            Figure 4.7 Factor of safety vs rainfall intensity.
            result  of  the  reduction  of  matrix  suction  in  the  unsaturated  zone  (refer  to
            Figure 4.3).
              Figure  4.10  shows  the  variation  of  the  factor  of  safety  with  duration  of
            rainfall. The factor of safety decreases with an increase in duration of rainfall, until
            a  “critical  duration”  is  reached.  The  initial  fall  in  the  factor  of  safety  (≥ f )  is
                                                                         1
            attributed  to  the  rise  of  the  main  groundwater  table  as  the  duration  increases.
            However, if the rainfall lasts longer than the critical duration, the rise of the main
            water  table  actually  decreases  as  the  duration  increases.  This  is  because  the
            average rate of rainfall drops significantly with duration (see Figure 4.8).
              Based on the analysed results, a critical rainfall duration exists, which leads to
            the  lowest  factor  of  safety.  For  the  present  investigation,  the  critical  rainfall
            duration is found to lie between 3 and 7 days. The concept of the existence of a
            critical  duration  is  in  fact  consistent  with  field  measurements  of  groundwater
            response  at  the  Mid-levels  to  rainfalls  (GCO  [22]).  It  was  found  that  a  critical
            duration of storm could be identified in both CDG and colluvium to characterise
            the pore water pressure response to a rainstorm for a given location. Typically
            the critical duration was found to lie between 2 and 7 days. Before reaching the
            critical duration, infiltration of rain-water is continuing to improve the initially
            low permeability of unsaturated soils and it results in a gradual rise of the main
            water  table,  until  the  main  water  table  reaches  its  maximum  at  the  critical
            duration.  As  the  average  rainfall  intensity  decreases  rapidly  with  time  (see
            Figure 4.8), the main water table will not rise further for rainfalls with duration
            which  is  longer  than  the  critical  value.  Infiltrated  groundwater  will  be  drained
            away by soils with sufficient high permeability after “soaking”. The concept and
            existence of a critical duration can be further justified by considering landslides
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