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Figure 1:
Types of undrained response of soil to monotonic loading: a) strain hardening (SH), b) strain softening (SS), c) limited strain softening (LSS).
Figure 2:
Sensitivity of undrained response of coarse sand to change of void ratio value: a) stress–strain characteristics, b) effective stress paths.
Figure 3:
Specimen preparation procedure for reconstitution of soil specimen for liquefaction test in a triaxial apparatus: a) moist tamping, b) dry deposition, c) water sedimentation.
Figure 4:
Position of compressibility curves of materials prepared by various specimen preparation methods.
Figure 5:
Necessary quality enhancement of test procedure for static liquefaction test.
Figure 6:
Influence of membrane penetration on a position of steady state of coarse sand (Lipiński, 2000).
Figure 7:
Specimen volume change during preparatory stages in triaxial apparatus for materials with various amount of fines (Lipiński, 2000).
Figure 8:
Change of void ratio during the first flushing with water against the initial value of the parameter (Lipinski, 2000).
Figure 9:
Reduction of friction on the top and bottom platens of triaxial apparatus (Lipinski & Wdowska, 2004).
Figure 10:
Significance of data acquisition system velocity in reconstruction of stress–strain curve in load controlled test: a) data acquired every second, b) data acquired every 20 ms.