CE326

CE326 Mod 9.30:13:11

CE326 Mod 9.3 Mohr Circle

CE326 Mod 9.60:10:46

CE326 Mod 9.6 induced stress

CE326 Mod 9.8-9.90:17:50

CE326 Mod 9.8-9.9 effective stress

CE 326 Mod0:17:11

CE 326 Mod 12.9b Triaxial Shear Test

CE326 Mod 9.4-9.50:06:32

CE326 Mod 9.4-9.5 geostatic stress

CE 326 Mod0:11:46

CE 326 Mod 11.1a Terzaghi Consolidation Theory

CE 326 Mod0:16:22

CE 326 Mod 10.2 - 10.4 Consolidation Process

CE 326 Mod0:15:53

CE 326 Mod 10.5a Consolidation test

CE 326 Mod0:05:42

CE 326 Mod 10.9 Secondary Compression

CE 326 Mod0:11:45

CE 326 Mod 12 9a Direct Shear Test

CE 326 Mod0:08:00

CE 326 Mod 10.5b Soil Compressibility

CE 326 Mod0:17:21

CE 326 Mod 10.1 Settlement Intro

CE326 Mod 9.70:08:56

CE326 Mod 9.7 superposition

CE326 midterm review0:12:34

CE326 midterm review

CE 326 Mod0:11:19

CE 326 Mod 11.2 Consol vs time

CE 326 Mod0:06:12

CE 326 Mod 9.1-9.2 Stress & strain fundamentals

CE 326 Mod0:10:01

CE 326 Mod 10.8 Consol Settlement

CE 326 Mod0:17:25

CE 326 Mod 11.1b Terzaghi's Consolidation Theory P2

HYDRAULICS CE326 -1:30:00

HYDRAULICS CE326 - MARCH 8, 2022

Final output for0:06:37

Final output for CE 326, Rosell Angelo M. Antivo,

Consolidation (Oedometer) Test0:09:46

Consolidation (Oedometer) Test on Clay | Sample Preparation and Step-by-Step Test Procedure

Tutorial video of0:06:48

Tutorial video of ASTM D 30 80 Direct Shear Test of Soils Under Consolidated Drained Conditions.

American Society of0:02:59

American Society of Civil Engineers' GeoVideo

Drilling and Sampling0:10:14

Drilling and Sampling