Total Height ofGiven that the initial height is0,0190 m, mass of dry specimen95,20 gram, Specific Gravity 2,68,and the area is 0,0032 m2.Effective Pressure specimen at the(kN/m2)end ofconsolidation (m)23,940,017647,880,0174Determine:95,760,01701. The e-log o' curve2. The preconsolidation pressure3. The compression index (Cc)191,520,0166383,040,0161766,080,0159

Consolidation is defined as the process of compression of soil due to expulsion of the pore water…

Total Height of Given that the initial height is 0,0190 m, mass of dry specimen 95,20 gram, Specific Gravity 2,68, and the area is 0,0032 m². Effective Pressure specimen at the (kN/m2) end of consolidation (m) 0,0176 23,94 47,88 0,0174 Determine: 95,76 0,0170 1. The e-log o' curve 2. The preconsolidation pressure 3. The compression index (Cc) 191,52 0,0166 383,04 0,0161 766,08 0,0159

Total Height of Given that the initial height is 0,0190 m, mass of dry specimen 95,20 gram, Specific Gravity 2,68, and the area is 0,0032 m². Effective Pressure specimen at the (kN/m2) end of consolidation (m) 0,0176 23,94 47,88 0,0174 Determine: 95,76 0,0170 1. The e-log o' curve 2. The preconsolidation pressure 3. The compression index (Cc) 191,52 0,0166 383,04 0,0161 766,08 0,0159

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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