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Hydro-Mechanical Properties of an Unsaturated Frictional Material

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6.2 Experimental results <strong>of</strong> soil-water characteristic curves from steady state tests<br />

performed in the modified pressure plate apparatus (loose specimen-left, dense<br />

specimen-right) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 117<br />

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 mod-<br />

ified pressure plate apparatus (loose specimen-left, dense specimen-right) . . . . 118<br />

6.4 Experimental results <strong>of</strong> soil-water characteristic curve applied with net stress<br />

from steady state test in modified pressure plate apparatus (loose specimen-left,<br />

dense specimen-right) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 119<br />

6.5 Readings from tensiometers <strong>an</strong>d TDR sensors linked to drainage <strong>an</strong>d imbibition<br />

soil-water characteristic curves from steady state column test I (loose <strong>an</strong>d dense<br />

specimen) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 120<br />

6.6 Suction measurements for drainage <strong>an</strong>d imbibition processes from tr<strong>an</strong>sient<br />

state column test I (loose specimen-top, dense specimen-bottom) . . . . . . . . 121<br />

6.7 Example <strong>of</strong> volumetric water content measurements for drainage <strong>an</strong>d imbibition<br />

processes from tr<strong>an</strong>sient state column test (loose specimen-top, dense specimen-<br />

bottom) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 122<br />

6.8 Readings from tensiometers <strong>an</strong>d TDR sensors linked to drainage <strong>an</strong>d imbibi-<br />

tion soil-water characteristic curves from tr<strong>an</strong>sient state column test I (loose<br />

specimen-left, dense specimen-right) . . . . . . . . . . . . . . . . . . . . . . . . 124<br />

6.9 Suction measurements for drainage process from tr<strong>an</strong>sient state column test II<br />

(loose specimen-left, dense specimen-right) . . . . . . . . . . . . . . . . . . . . . 126<br />

6.10 Volumetric water content measurements for drainage process from tr<strong>an</strong>sient<br />

state column test II (loose specimen-left, dense specimen-right) . . . . . . . . . 126<br />

6.11 Measurements <strong>of</strong> cumulative water outflow from tr<strong>an</strong>sient state column test II<br />

(loose <strong>an</strong>d dense specimens) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 127<br />

6.12 Readings from tensiometers <strong>an</strong>d TDR sensors linked to drainage soil-water<br />

characteristic curves from tr<strong>an</strong>sient state column test II (loose specimen) . . . 127<br />

6.13 Pore-water pressure <strong>an</strong>d volumetric water content pr<strong>of</strong>iles for initial drainage<br />

process (loose specimen) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 128<br />

6.14 Pore-water pressure <strong>an</strong>d volumetric water content pr<strong>of</strong>iles for 1 st drainage pro-<br />

cess (loose specimen) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 129<br />

6.15 Experimental results <strong>of</strong> one dimensional compression rebound test for const<strong>an</strong>t<br />

suction condition (loose specimen) . . . . . . . . . . . . . . . . . . . . . . . . . 130<br />

6.16 Experimental results <strong>of</strong> one dimensional compression rebound test for const<strong>an</strong>t<br />

suction condition (dense specimen) . . . . . . . . . . . . . . . . . . . . . . . . . 131<br />

6.17 Experimental results <strong>of</strong> collapse potential for loose specimen - Method 1 (left)<br />

<strong>an</strong>d Method 2 (right) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 132

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