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Original Ground Surface Surface of Proposed Cut 0.7 Medium Stiff Gray-Brown Silty Clay,,n° 1 15 pcf 20 P12.1 Groundwater Table
A highway cut is to be made in the deposit of medium stiff overconsoildated clay with cross- section shown schematically in the sketch above. Results of two consolidated undrain (CU) triaxial tests performed on undisturbed representative clay samples are: Test ConfiningDeviator stress Porewater pressure No. pressure, at failure, (o, a3 (psf) aue (psf) -at falilure, ur (psf) -58 +454 744 250 1000 1 2 984 Determine the factor of safety against failure of the cut slope (lower bound value).
engineering   Civil-Engineering   
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Answer #1

2.0 liiven data For test no 1 974 psf = 994- (-S9) 2 or Test no 2

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