(a) Compare drained shear behaviors of loose sands and dense sands in typical CD triaxial testing by drawing stress-strain curves and volume change-strain curves(b) Compare undrained shear behavior of normally consolidated clay and over consolidated clay in typical CU triaxial testing, by drawing the stress-strain curves and pore pressure-strain curves.(c) Sketch the e-log s' curves of the following soils and indicate the parameters necessary for settlement calculations.(i) Normally consolidated clay(ii) Overconsolidated clay (a) Compare drained shear behaviors of loose sands and dense sands in typical CD triaxialtesting by drawing stress-strain curves and volume change-strain curves(b) Compare undrained shear behavior of normally consolidated clay and over consolidated clayin typical CU triaxial testing, by drawing the stress-strain curves and pore pressure-straincurves.(c) Sketch the e-log o curves of the following soils and indicate the parameters necessary forsettlement calculations.(1) Normally consolidated clay(ii) Overconsolidated clay

Answered: (a) Compare drained shear behaviors of…

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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(a) Compare drained shear behaviors of loose sands and dense sands in typical CD triaxial testing by drawing stress-strain curves and volume change-strain curves

(b) Compare undrained shear behavior of normally consolidated clay and over consolidated clay in typical CU triaxial testing, by drawing the stress-strain curves and pore pressure-strain curves.

(i) Normally consolidated clay

(ii) Overconsolidated clay

(a) Compare drained shear behaviors of loose sands and dense sands in typical CD triaxial
testing by drawing stress-strain curves and volume change-strain curves
(b) Compare undrained shear behavior of normally consolidated clay and over consolidated clay
in typical CU triaxial testing, by drawing the stress-strain curves and pore pressure-strain
curves.
(c) Sketch the e-log o curves of the following soils and indicate the parameters necessary for
settlement calculations.
(1) Normally consolidated clay
(ii) Overconsolidated clay

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