l GH Vodafone LTE10:02 AM@ 69%shear-strength.pdfShear Box tests carried on four identical samples of asoil gave the following results:Vertical Load Proving Ring Dial GaugeReading at failure(Kg)36.873.6um17.6525.0532.4040.01110.4147.2If the shear box is 60 mm square in plane and the provingring constant is 20N/um (i.e. a load of 20N appliedalong a diameter of the ring causes a shortening of 1um)determine the angle of internal friction of the soil.300200100100200300400500Angle of internal friction o =Cohesion c=Solution: Tabulating the calculations we get l GH Vodafone LTE10:04 AM@ 68%shear-strength.pdfExample: A series of conventional consolidated-undrainedtriaxial compression tests carried out on undisturbed sam-ples of a saturated clay gave the following results:TestCell consolidationDeviator stressPoreNopressureat failurepressure- 03(КРа)305.3at failure(КРа)85.203(КРа)20012300469.5126.4400615.7184.7Calculate the effective and total stress shear strengthparameters of this soil.14Pore pressure parameters

Example: A series of conventional consolidated-undrained triaxial compression tests carried out on undisturbed sam- ples of a saturated clay gave the following results: Test Cell consolidation Deviator stress at failure Pore No pressure at failure (КРа) 85.2 pressure 01 - 03 (КPa) 305.3 03 (kPa) 200 300 469.5 126.4 400 615.7 184.7 Calculate the effective and total stress shear strength parameters of this soil. 123

Example: A series of conventional consolidated-undrained triaxial compression tests carried out on undisturbed sam- ples of a saturated clay gave the following results: Test Cell consolidation Deviator stress at failure Pore No pressure at failure (КРа) 85.2 pressure 01 - 03 (КPa) 305.3 03 (kPa) 200 300 469.5 126.4 400 615.7 184.7 Calculate the effective and total stress shear strength parameters of this soil. 123

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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