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Hydro-Mechanical Properties of an Unsaturated Frictional Material

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118 CHAPTER 6. EXPERIMENTAL RESULTS<br />

Sc<strong>an</strong>ning drainage cycles <strong>an</strong>d imbibition cycles were also performed during the experi-<br />

mental procedure in the modified pressure plate apparatus on 3 loose <strong>an</strong>d 3 dense Hostun<br />

s<strong>an</strong>d specimen. The derived soil-water characteristic curves including sc<strong>an</strong>ning imbibition <strong>an</strong>d<br />

drainage curves are presented in Fig. 6.3 for loose <strong>an</strong>d for dense specimen. The volumetric<br />

water content versus suction <strong>an</strong>d saturation versus suction plots are shown, where also the<br />

volumetric water content was back calculated using the final water content measurements <strong>an</strong>d<br />

the amount <strong>of</strong> water outflow (drainage curve) <strong>an</strong>d inflow (imbibition curve). Comparison <strong>of</strong><br />

the sc<strong>an</strong>ning cycles <strong>of</strong> both specimen, the loose <strong>an</strong>d the dense one, clearly show that the dense<br />

specimen is retaining larger qu<strong>an</strong>tity <strong>of</strong> water for a certain applied soil suction value. Due to<br />

smaller voids in the dense specimen, that retain water up to higher suction value, sc<strong>an</strong>ning<br />

cycles are located in the top part <strong>of</strong> the hysteresis loop.<br />

During steady state tests performed in the modified pressure plate apparatus it was also<br />

focused on the volumetric mech<strong>an</strong>ical behavior by applying net stress to the specimen <strong>an</strong>d<br />

thus the influence <strong>of</strong> net stress on the shape <strong>of</strong> the soil-water characteristic curve. Volumetric<br />

water content, saturation <strong>an</strong>d void ratio versus suction relationships for different applied net<br />

Volumetric water content (%)<br />

Saturation (-)<br />

50<br />

40<br />

30<br />

20<br />

10<br />

Volumetric water content (%)<br />

Sc<strong>an</strong>ning imbibition process<br />

0<br />

0<br />

1.0<br />

0.1 1 10 100 1.0<br />

0.1 1 10 100<br />

Suction (kPa)<br />

Suction (kPa)<br />

0.8<br />

0.6<br />

0.4<br />

0.2<br />

0.0<br />

process Imbibition process Sc<strong>an</strong>ning drainage process Drainage<br />

Saturation (-)<br />

Loose specimen<br />

0.1 1 10 100<br />

Suction (kPa)<br />

50<br />

40<br />

30<br />

20<br />

10<br />

0.8<br />

0.6<br />

0.4<br />

0.2<br />

0.0<br />

0.1 1 10 100 specimen Initial void ratio = 0.66 Dense<br />

Suction (kPa)<br />

Initial void ratio = 0.89<br />

Figure 6.3: Experimental results <strong>of</strong> soil-water characteristic curves including sc<strong>an</strong>ning<br />

drainage <strong>an</strong>d imbibition curves from steady state tests performed in the modified pressure<br />

plate apparatus (loose specimen-left, dense specimen-right)

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