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Hydro-Mechanical Properties of an Unsaturated Frictional Material

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106 CHAPTER 5. MATERIAL USED AND EXPERIMENTAL PROGRAM<br />

sensor<br />

10 Tensiometer cm<br />

20 TDR cm Supply for sensors cm 10 cm 17<br />

for sensors Supply<br />

Figure 5.9: Placement <strong>of</strong> TDR sensor <strong>an</strong>d tensiometer in column testing device I<br />

Similarly to the preparation procedure in the column testing device I specimens were<br />

pluviated using a funnel (500 ml capacity) into the column filled with water. Whereas the<br />

water in the column testing device I is injected from the bottom water reservoir into the cell, in<br />

the column testing device II the water is carefully filled from the top into the cell. For both the<br />

loose <strong>an</strong>d dense specimen the mass <strong>of</strong> water required for saturated condition was poured into<br />

the column before pluviating oven dry s<strong>an</strong>d into the cell. When preparing loose specimen the<br />

falling height <strong>of</strong> the s<strong>an</strong>d was approximately 50 mm, when preparing the dense specimen the<br />

falling height <strong>of</strong> the s<strong>an</strong>d was approximately 300 mm. Every fifth centimeters the void ratio<br />

in the column was checked using the mass <strong>of</strong> dry s<strong>an</strong>d in the column. With a dist<strong>an</strong>ce <strong>of</strong> 60<br />

mm pairs <strong>of</strong> TDR sensor <strong>an</strong>d tensiometer sensor were inserted into the specimen. Specimens<br />

approximately 230 mm high <strong>an</strong>d with a diameter <strong>of</strong> 240 mm were produced.<br />

While the system was closed (all valves closed) <strong>an</strong> air-pressure <strong>of</strong> approximately 3.5 kPa<br />

was applied from the top <strong>of</strong> the cell to the initially water saturated specimen. After 30 min<br />

the valve <strong>of</strong> the water reservoir was opened <strong>an</strong>d the drainage procedure started. The tests<br />

were finished when the top tensiometer sensor reached a matric suction <strong>of</strong> 3.5 kPa.<br />

During the whole testing procedure TDR <strong>an</strong>d tensiometer sensors computed the measure-<br />

ments every minute. The flow rate was measured <strong>an</strong>d settlements were obtained continuously.<br />

Specimen preparation <strong>an</strong>d testing procedure - controlled-suction oedometer cell<br />

As explained for the modified pressure plate apparatus the ceramic disk was saturated before<br />

each experiment <strong>an</strong>d the system below the ceramic disk was thoroughly flushed with deaired<br />

water.<br />

The specimen preparation in the controlled-suction oedometer cell is similar to the prepa-<br />

ration procedure in the modified pressure plate apparatus. All specimen were prepared di-<br />

rectly into the fixed oedometer ring 20 mm high <strong>an</strong>d 50 mm in diameter. Loose <strong>an</strong>d dense

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