In an unconfined compression test on a saturated clay, the maximum proving ring dial reading recorded was 240x10³ mm, when the axial shortening of the specimen having an initial height of 70 mm and an initial diameter of 36 mm, is 12 mm. If the calibration factor of the proving ring is 3.2 N/10³ mm, calculate the unconfined compressive strength and the undrained shear strength of the clay.

In an unconfined compression test on a saturated clay, the maximum proving ring dial reading recorded was 240x10³ mm, when the axial shortening of the specimen having an initial height of 70 mm and an initial diameter of 36 mm, is 12 mm. If the calibration factor of the proving ring is 3.2 N/10³ mm, calculate the unconfined compressive strength and the undrained shear strength of the clay.

Fundamentals of Geotechnical Engineering (MindTap Course List)

5th Edition

ISBN:9781305635180

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter10: Shear Strength Of Soil

Section: Chapter Questions

Problem 10.10P

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