Sun, Dec 22, 2024

Quality, the key to sustainable development

Quality, the key to sustainable development
Service request FA | EN | AR

Cyclic Triaxial test, determining the Resilient Modulus of Soils and aggregate materials(whitout considering sampling,saturation and consolidation)

Cyclic Triaxial test, determining the Resilient Modulus of Soils and aggregate materials(whitout considering sampling,saturation and consolidation)

Cyclic Triaxial test, determining the Resilient Modulus of Soils and aggregate materials(whitout considering sampling,saturation and consolidation)

from 0 Vote
Tags : آزمایشگاه فنی و مکانیک خاک soil Soil mechanics Technical and engineering Sampling Triaxial cyclic yield modulus of coarse grain sample

List of services

# Service Quantity
1 preparation of suitable sample for performing various tests of disturbed soil with particles with diameter more than 5 mm 1
2 saturation of specimen for performing tests of itrms 030120 to 030124 and determination of B-value and draw a saturation curve 1

.After the end of the test and the determination of the saturation day , the amount will be calculated and added to the invoice

Your rating to this service
Related Services
determination of the specific gravity of fine-grained soil
determination of the specific gravity of fine-grained soil
determination of Unconfined Compressive Strength of Soil specimen with diameter Up to 100 mm
determination of Unconfined Compressive Strength of Soil specimen with diameter Up to 100 mm
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
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
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
TSML
Footer One
Footer Two
Follow us on social networks
Online users : 230
Today's visit : 745
Total visit : 826815
Your IP address : 18.117.119.34
Browser : ClaudeBot
Browser version : 1
Operating system :
Last Update : 2024/12/22 12:44
All rights reserved for Soil Technical and Mechanics Laboratory Company
Design and development Nonegar Pardazesh