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consolidated Undrained Triaxial Compression Test of soil specimen with pore water pressure measurment with a diameter of 38 mm and maximum lateral pressure 10 kg/cm2 whitout saturation of specimen and including three specimens with different lateral pressures

consolidated Undrained Triaxial Compression Test of soil specimen with pore water pressure measurment with a diameter of 38 mm and maximum lateral pressure 10 kg/cm2 whitout saturation of specimen and including three specimens with different lateral pressures

consolidated Undrained Triaxial Compression Test of soil specimen with pore water pressure measurment with a diameter of 38 mm and maximum lateral pressure 10 kg/cm2 whitout saturation of specimen and including three specimens with different lateral pressures

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Tags : آزمایشگاه فنی و مکانیک خاک soil Soil mechanics Technical and engineering Triaxial compressive test of consolidated and undrained CU on fine-grained tampered sample with measurement of pore water pressure with a diameter of 38mm and maximum lateral pressure of 10 kilograms per square centimeter with sample saturation including three samples with different lateral pressures

List of services

# Service Quantity
1 description and identification of soils(visual-manual procedure) 1
2 Preparation of a suitable sample (remold) to perform various tests of soil compacted with particles up to 5 mm in diameter 3
3 saturation of specimen for performing tests of itrms 030120 to 030124 and determination of B-value and draw a saturation curve 1
4 consolidated Undrained Triaxial Compression Test of soil specimen with pore water pressure measurment with a diameter of 38 mm and maximum lateral pressure 10 kg/cm2 1

consolidated undrained triaxial compression test of soil specimen with pore water pressure measurment with a diameter of 38mm and maximum lateral pressure 10 kg/cm2 without saturation of specimen and including three specimen with different lateral pressures

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Unconsolidated Undrained Triaxial Compression Test of soil specimen with a diameter of 38 mm and maximum lateral pressure 10 kg/cm2 whitout saturation of specimen and including three specimens with different lateral pressures
Unconsolidated Undrained Triaxial Compression Test of soil specimen with a diameter of 38 mm and maximum lateral pressure 10 kg/cm2 whitout saturation of specimen and including three specimens with different lateral pressures
Unconsolidated Undrained Triaxial Compression Test of soil specimen with pore water pressure measurment , with a diameter of 38 mm and maximum lateral pressure 10 kg/cm2
Unconsolidated Undrained Triaxial Compression Test of soil specimen with pore water pressure measurment , with a diameter of 38 mm and maximum lateral pressure 10 kg/cm2
consolidated Undrained Triaxial Compression Test of soil specimen with pore water pressure measurment with a diameter of 38 mm and maximum lateral pressure 10 kg/cm2
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consolidated drained Triaxial Compression Test of soil specimen with a diameter of 38 mm and maximum lateral pressure 10 kg/cm2
consolidated drained Triaxial Compression Test of soil specimen with a diameter of 38 mm and maximum lateral pressure 10 kg/cm2
saturation of specimen for performing tests of itrms 030120 to 030124 and determination of B-value and draw a saturation curve
saturation of specimen for performing tests of itrms 030120 to 030124 and determination of B-value and draw a saturation curve
surcharge for performing test on specimens with a diameter of 75 mm with respect to items 030120 to 030125
surcharge for performing test on specimens with a diameter of 75 mm with respect to items 030120 to 030125
surcharge for performing test on specimens with a diameter more than 75 mm up to 100 mm with respect to items 030120 to 030125
surcharge for performing test on specimens with a diameter more than 75 mm up to 100 mm with respect to items 030120 to 030125
surcharge for each extra specimen(with various lateral pressure)and drawing mohr-colomb circle with respect to items 030120 and 030125
surcharge for each extra specimen(with various lateral pressure)and drawing mohr-colomb circle with respect to items 030120 and 030125
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