A series of identical samples have been tested with drained triaxial testand some of the values are given in the tabulated table 3(Below). Calculatethe remaining values as in the blank box.PARAMETER|cell pressure, o3 (kPa)total axial stress, 01 (kPa)pore pressure at failure, u¡ (kPa)|change in volume, Aveffective cell pressure, o3' (kPa)effective total axial stress, o,' (kPa)|difference in stress, q (kPa)CD test150284i1.8iiiivO i = 134; ii = 16; iii = 150; iv = 0O i = 134; ii = 284; iii = 150; iv = 0O i = 0; ii = 16; iii = 150; iv = 134O i = 0; ii = 150; iii = 284; iv = 134

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A series of identical samples have been tested with drained triaxial test and some of the values are given in the tabulated table 3(Below). Calculate the remaining values as in the blank box. PARAMETER |cell pressure, o; (kPa) total axial stress, o1 (kPa) pore pressure at failure, u; (kPa) |change in volume, Av effective cell pressure, o;' (kPa) effective total axial stress, o;' (kPa) difference in stress, q (kPa) CD test 150 284 i 1.8 ii iii iv O i = 134; ii = 16; iii = 150; iv = 0 O i = 134; ii = 284; iii = 150; iv = 0 O i = 0; ii = 16; iii = 150; iv = 134 O i = 0; ii = 150; iii = 284; iv = 134

A series of identical samples have been tested with drained triaxial test and some of the values are given in the tabulated table 3(Below). Calculate the remaining values as in the blank box. PARAMETER |cell pressure, o; (kPa) total axial stress, o1 (kPa) pore pressure at failure, u; (kPa) |change in volume, Av effective cell pressure, o;' (kPa) effective total axial stress, o;' (kPa) difference in stress, q (kPa) CD test 150 284 i 1.8 ii iii iv O i = 134; ii = 16; iii = 150; iv = 0 O i = 134; ii = 284; iii = 150; iv = 0 O i = 0; ii = 16; iii = 150; iv = 134 O i = 0; ii = 150; iii = 284; iv = 134

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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