filmov
tv
CU (CIU) Triaxial Test: Data Analysis Part 1
Показать описание
GeoTechSoil
Рекомендации по теме
0:07:05
CU (CIU) Triaxial Test: Data Analysis Part 1
0:10:37
CU (CIU) Triaxial Test: Data Analysis Part 2
0:07:14
CU (CIU) Triaxial Test: Data Analysis Part 3
0:07:19
Simple Solution for Triaxial Tests | Use This Formula to Obtain Soil Cohesion and Friction Angle
0:04:51
Consolidated Undrained Triaxial Test Example|CU Triaxial Test Mohr's circle
0:12:12
Chapter 3 _Triaxial Test _Part 3 _CU Test
0:10:16
Triaxial Test: Consolidated Drain CD Analysis
0:07:15
Mohr's Circle for Triaxial test
0:04:45
Triaxial CU Test, Consolidated Undrained Test: Excel Spreadsheets: GEOtExcel, #soilmechanics
0:33:53
Lec 29 : Interpretation triaxial test-CU
0:24:33
Mohr's Circle for Consolidated Undrained Triaxial Test| Plot Mohr's Circle in Excel
0:09:26
How to Estimate Pore Water Pressure in Undrained Triaxial Tests on Clay
0:20:23
Triaxial (UU CU CD) Test Mohr's Circle | Excel Sheet Link is in Description | Geotech with Naqe...
0:09:36
Shear Strength of Soils - Consolidated Undrained Test
0:05:45
Understanding Triaxial Test | Difference b/w UU, CU & CD | Part 2 | Geotech with Naqeeb
0:06:12
Numerical on Triaxial compression test
0:05:56
YourLabs Geotechnical Triaxial CU
0:10:11
Unconsolidated Undrained Shear Strength in Triaxial Compression Test | Triaxial UU Test in English
0:12:32
Shear Strength of Soils - Consolidated Drained Triaxial Test
0:35:41
Triaxial Test of Soil | Complete Demonstration of Test | Geotech with Naqeeb
0:21:10
C-U Triaxial Soil Test, Part 2--Cell Assembly
0:01:31
Consolidated Undrained Triaxial tests,porewater pressure measurement,The p-q plot, effective stress.
0:13:41
Modul 10 Pengujian Triaxial CU (Consolidated Undrained)
0:08:28
Using Stress Path To Estimate Soil Strength | Step by Step Procedure to Find Cohesion and Friction
0:07:05
0:10:37
0:07:14
0:07:19
0:04:51
0:12:12
0:10:16
0:07:15
0:04:45
0:33:53
0:24:33
0:09:26
0:20:23
0:09:36
0:05:45
0:06:12
0:05:56
0:10:11
0:12:32
0:35:41
0:21:10
0:01:31
0:13:41
0:08:28