Thu, Jul 16, 2026

اقتصاد مقاومتی در سایه وحدت ملی و امنیت ملی

اقتصاد مقاومتی در سایه وحدت ملی و امنیت ملی
Service request FA | EN | AR

Direct Shear Test of Soils Under Unconsolidated Undrained Conditions ( in a fast rate) up to 10*10 cm dimentions including three specimens with different vertical stress

Direct Shear Test of Soils Under Unconsolidated Undrained Conditions ( in a fast rate) up to 10*10 cm dimentions including three specimens with different vertical stress

Direct Shear Test of Soils Under Unconsolidated Undrained Conditions ( in a fast rate) up to 10*10 cm dimentions including three specimens with different vertical stress

from 0 Vote
Tags : آزمایشگاه فنی و مکانیک خاک Soil mechanics Technical tests Technical and engineering Unreinforced and undrained direct shear test (quick method) on the damaged sample up to the dimensions of 10x10 cm, including three samples with different vertical stress.

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 Direct Shear Test of Soils Under Unconsolidated Undrained Conditions ( in a fast rate) up to 10*10 cm dimentions including three specimens with different vertical stress 1
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 : 165
Today's visit : 27004
Total visit : 1362783
Your IP address : 216.73.216.188
Browser : ClaudeBot
Browser version : 1
Operating system :
Last Update : 2026/07/16 18:42
All rights reserved for Soil Technical and Mechanics Laboratory Company
Design and development Nonegar Pardazesh