 
          1140
        
        
          Proceedings of the 18
        
        
          th
        
        
          International Conference on Soil Mechanics and Geotechnical Engineering, Paris 2013
        
        
          by Thakur et al. (2006), Campbell et al. (2007) and Agus and
        
        
          Schanz (2007).
        
        
          4
        
        
          EXPERIMENTAL RESULTS
        
        
          SWRC was measured with both methods on 29 soil samples.
        
        
          Three samples belonged to the group of clean sands with less
        
        
          than 5% fines (0.063 <mm), marked by SP-SW symbol, six
        
        
          samples contained 5-12% fines (SP-SM), seven samples were
        
        
          silty sands (SM), eight of them were clays (CH or CL) and five
        
        
          samples were mixed soils with fines content between 40 and
        
        
          70% (SC/CH). The last mentioned samples were undisturbed,
        
        
          all other were artificially prepared in the laboratory.
        
        
          Results of some grain size distributions are presented in
        
        
          Figure 7 and the SWRC measurements of these samples are
        
        
          presented in Figure 8. Initial conditions in HYPROP device of
        
        
          specimens shown in Figure 8 are presented in Table 1.
        
        
          Fig 7. Grain size distributions of samples with the SWRC, presented on
        
        
          Figure 8.
        
        
          Table 1. Initial conditions in HYPROP device of specimens shown in
        
        
          igures 7 and 8.
        
        
          F
        
        
          classification
        
        
          w
        
        
          (%)
        
        
          ρ
        
        
          d
        
        
          (t/m
        
        
          3
        
        
          )
        
        
          e
        
        
          Sr
        
        
          (%)
        
        
          SW-SP
        
        
          15.5
        
        
          1.80
        
        
          0.528
        
        
          81
        
        
          SM
        
        
          15.3
        
        
          1.91
        
        
          0.440
        
        
          96
        
        
          SC-CH
        
        
          30.6
        
        
          1.47
        
        
          0.876
        
        
          96
        
        
          CH
        
        
          91.0
        
        
          0.740
        
        
          2.80
        
        
          92
        
        
          At some samples double porosity was observed when
        
        
          measurements with both methods were put together (Figure 9).
        
        
          The first desorption could be correlated to soil structure or
        
        
          capillary drying and the second is due to drying of fine particles.
        
        
          This behaviour could be natural behaviour or it is inherent due
        
        
          to laboratory compaction.
        
        
          5
        
        
          RESULTS AND DISCUSION
        
        
          From Figure 8 it can be observed that both measurements
        
        
          correlate well. It can be also observed that HYPROP device
        
        
          measurements are sufficient only for sands with relatively small
        
        
          amount of silty fines (< 20%). In case of mixed soils, where the
        
        
          behaviour is defined by fines or in case of silts and clays
        
        
          HYPROP device measurements are not sufficient and in this
        
        
          case potentiometer WP4-T should be used as well.
        
        
          Figure 8. Suction measurements with WP4-T and HYPROP on clean
        
        
          sand, silty sand, mixed soil and fat clay (from the top to the bottom).
        
        
          Add. point – addition point obtained from AEV of ceramic caps.