SHALLOW FOUNDATION: Two Way Eccentricity Loading

Analysis & Design Gravity Retaining Wall

Analysis and Design of Pile Foundation: Group Pile

PILE FOUNDATION: Friction Resistance, Qs

PILE FOUNDATION: End Bearing Pile Capacity, Qp - Work Example

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

CONSOLIDATION DATA ANALYSI: PART 2 - To determine the mv and Sc

Fine Soil Classification Part 3: Determination Plasticity Index and the use of Plasticity Chart

Fine Soil Classification Part 1: Analysis Data to Determine the Liquid Limit

Fine Soil Classification Part 2: Analysis Data to Determine Plastic Limit

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