Видео

Analysis & Design Gravity Retaining Wall

Reference: Braja M. Das, Principles of Foundation Engineering, 7th Edition GeoTechSoil © 2015 by Noraida Mohd Saim is licensed under CC BY-NC-SA 4.0

This video describes the concept and steps to estimate the Friction Resistance, Qs. Then, calculate the Ultimate Pile Capacity (Qu) and Allowable Pile Capacity (Qall) GeoTechSoil © 2015 by Noraida Mohd Saim is licensed under CC BY-NC-SA 4.0

This video describes the three different examples to determine the End Bearing Pile capacity, Qp by Meyerhof's method GeoTechSoil © 2015 by Noraida Mohd Saim is licensed under CC BY-NC-SA 4.0. To view a copy of this license, visit creativecommons.org/licenses/by-nc-sa/4.0/

SHALLOW FOUNDATION : Consolidation Settlement

Example: Bearing Capacity of Shallow Foundation_(Meyerhof's Equation)

Example: Shallow Foundation Bearing Capacity (Terzaghi's equation)

Micro-Credential Course Introduction: Soil Mechanics - Classification of Fine Soil

This video describes how to determine the Coefficient of Volume Compressibility (mv) and Consolidation Settlement (Sc) from the plot of Void ratio (e) vs Stress ( σ’ ).

To determine the Plasticity Index and Classify the fine soil based on the Plasticity Chart. ruclips.net/video/aaA9mKQaYhA/видео.html - Part 1 ruclips.net/video/9Rm1-fiIMrg/видео.html - Part 2 GeoTechSoil © 2015 by Noraida Mohd Saim is licensed under CC BY-NC-SA 4.0

Data from Cone Penetration Test - To determine the Liquid Limit for fine soil classification. ruclips.net/video/9Rm1-fiIMrg/видео.html - Part 2 ruclips.net/video/t9jstYz8Nck/видео.html - Part 3

Data from the Rolling and Crumble method to determine the Plastic Limit for the fine soil classification. ruclips.net/video/aaA9mKQaYhA/видео.html - Part 1 ruclips.net/video/t9jstYz8Nck/видео.html - Part 3

AKTIVITI STEM : LEDAKAN WARNA SUSU PELANGI

Permeability AND Seepage..Don't get confused ..

FOS Overturning: Gravity Retaining Wall

FOS Sliding & Bearing Capacity: Gravity Retaining Wall

Consolidation: Log Time method - To determine t50

Consolidation: Square Root Time - To determine t90

Consolidation: Determine the Compression Ratio from the Square Root Time method

CONSOLIDATION DATA ANALYSIS PART 4_Plot for Square Root Time Method

CONSOLIDATION DATA ANALYSIS PART 3_ Plot e vs log effective stress, determine Cc & Sc

CONSOLIDATION DATA ANALYSIS PART 1_Plot e vs effective stress

CONSOLIDATION DATA ANALYSIS PART 2_Determine mv & Sc

COMPACTION: Data Analysis Part 2

COMPACTION - FACTOR AFFECTING COMPACTION

UU Unconsolidated Undrained Triaxial Test

UCT Unconfined Compression Test

CU (CIU) Triaxial Test: Data Analysis Part 3

CU (CIU) Triaxial Test: Data Analysis Part 2