A dilatometer test was conducted in a clay deposit. The groundwater table was locatedat a depth of 3 m below the surface. At a depth of 8 m below the surface, the contact pressure spod was 280 kN/m2 and the expansion stress sp1d was 350 kN/m2. Determinethe following:a. Coefficient of at-rest earth pressure, Kob. Overconsolidation ratio, OCRc. Modulus of elasticity, EsAssume s 9o at a depth of 8 m to be 95 kN/m2 and ms 5 0.35.

Structural Analysis
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A dilatometer test was conducted in a clay deposit. The groundwater table was located
at a depth of 3 m below the surface. At a depth of 8 m below the surface, the contact pressure spod was 280 kN/m2 and the expansion stress sp1d was 350 kN/m2. Determine
the following:
a. Coefficient of at-rest earth pressure, Ko
b. Overconsolidation ratio, OCR
c. Modulus of elasticity, Es
Assume s 9o at a depth of 8 m to be 95 kN/m2 and ms 5 0.35.

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