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Triaxial Compression Test-Consolidated Drained (CD) : Amin Design Consultancy Geotechnical Engineering Laboratory

This document summarizes the results of a consolidated drained triaxial compression test on two soil specimens (IIA and IIB) collected from a depth of 5.00-5.50 meters at a site in Matarbari, Bangladesh. It reports the initial and final conditions of the specimens, including dimensions, mass, water content, and density. It also details the saturation process and consolidation stress applied to each specimen, including cell pressures, back pressures, and pore water pressures measured.

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Chowdhury Priodeep
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209 views2 pages

Triaxial Compression Test-Consolidated Drained (CD) : Amin Design Consultancy Geotechnical Engineering Laboratory

This document summarizes the results of a consolidated drained triaxial compression test on two soil specimens (IIA and IIB) collected from a depth of 5.00-5.50 meters at a site in Matarbari, Bangladesh. It reports the initial and final conditions of the specimens, including dimensions, mass, water content, and density. It also details the saturation process and consolidation stress applied to each specimen, including cell pressures, back pressures, and pore water pressures measured.

Uploaded by

Chowdhury Priodeep
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
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Download as PDF, TXT or read online on Scribd
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AMIN DESIGN CONSULTANCY

GEOTECHNICAL ENGINEERING LABORATORY


TRIAXIAL COMPRESSION TEST-CONSOLIDATED DRAINED (CD)
PROJECT : MATARBARI ULTRA SUPER CRITICAL COAL-FIRED POWER PROJECT
LOCATION : MATARBARI BH ID : NBH-05
SAMPLE NUMBER : UDS-01 SAMPLE DEPTH : 5.00-5.50 m
TESTING METHOD : ASTM D 2850 - 70

Initial Specimen Conditions


IIA IIB
Height mm 6.200 6.100
Diameter mm 4.800 4.800
Area mm² 18.096 18.096
Volume mm³ 112.193 110.383
Mass gr 241.300 231.100
Dry Mass gr 193.900 180.400
Water Content % 24.446 28.104
Degree Saturation % - -
Specific Gravity - - -

Final Specimen Conditions


Water Content % - -
Density gr/cm² - -
Dry Density gr/cm² - -

Saturation
Cell Pressure Incr. Kg/cm³ 0.250 0.500
Back Pressure Incr. Kg/cm³ 0.125 0.125
Differential Pressure Kg/cm³ 0.125 0.125
Final Cell Pressure Kg/cm³ 0.500 0.625
Final Pore Pressure Kg/cm³ 0.150 0.180
Final B-Value % 100.000 97.000

Consolidation
Effective Pressure Kg/cm³
Cell Pressure Kg/cm³ 1.000 2.000
Back Pressure Kg/cm³ 0.500 0.625
Pore Pressure at end Kg/cm³ 0.450 0.550
Consolidation Coef. cm²/min 0.747 0.992
AMIN DESIGN CONSULTANCY
GEOTECHNICAL ENGINEERING LABORATORY

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