Канал: GeoTechSoil

SHALLOW FOUNDATION: Two Way Eccentricity Loading

SHALLOW FOUNDATION: Two Way Eccentricity Loading

Analysis & Design Gravity Retaining Wall

Analysis & Design Gravity Retaining Wall

Analysis and Design of Pile Foundation: Group Pile

Analysis and Design of Pile Foundation: Group Pile

PILE FOUNDATION: Friction Resistance, Qs

PILE FOUNDATION: Friction Resistance, Qs

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

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

SHALLOW FOUNDATION : Consolidation Settlement

SHALLOW FOUNDATION : Consolidation Settlement

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

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

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

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

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

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

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

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 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 1: Analysis Data to Determine the Liquid Limit

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

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

AKTIVITI STEM : LEDAKAN WARNA SUSU PELANGI

AKTIVITI STEM : LEDAKAN WARNA SUSU PELANGI

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

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

FOS Overturning: Gravity Retaining Wall

FOS Overturning: Gravity Retaining Wall

FOS Sliding & Bearing Capacity: Gravity Retaining Wall

FOS Sliding & Bearing Capacity: Gravity Retaining Wall

Consolidation: Log Time method - To determine t50

Consolidation: Log Time method - To determine t50

Consolidation: Square Root Time - To determine t90

Consolidation: Square Root Time - To determine t90

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

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 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 3_ Plot e vs log effective stress, determine Cc & Sc

CONSOLIDATION DATA ANALYSIS PART 1_Plot e vs effective stress

CONSOLIDATION DATA ANALYSIS PART 1_Plot e vs effective stress

CONSOLIDATION DATA ANALYSIS PART 2_Determine mv & Sc

CONSOLIDATION DATA ANALYSIS PART 2_Determine mv & Sc

COMPACTION: Data Analysis Part 2

COMPACTION: Data Analysis Part 2

COMPACTION - FACTOR AFFECTING COMPACTION

COMPACTION - FACTOR AFFECTING COMPACTION

UU Unconsolidated Undrained Triaxial Test

UU Unconsolidated Undrained Triaxial Test

UCT Unconfined Compression Test

UCT Unconfined Compression Test

CU (CIU) Triaxial Test: Data Analysis Part 3

CU (CIU) Triaxial Test: Data Analysis Part 3

CU (CIU) Triaxial Test: Data Analysis Part 2

CU (CIU) Triaxial Test: Data Analysis Part 2

CU (CIU) Triaxial Test: Data Analysis Part 1

CU (CIU) Triaxial Test: Data Analysis Part 1

Shear strength: Pore water pressure

Shear strength: Pore water pressure

Triaxial Test: Consolidated Drain CD Analysis

Triaxial Test: Consolidated Drain CD Analysis

Shear Strength: Total Stress

Shear Strength: Total Stress

Consolidated Drain (CD) Triaxial Test: Stages involved

Consolidated Drain (CD) Triaxial Test: Stages involved

Direct Shear Box Test: Data Analysis

Direct Shear Box Test: Data Analysis

Flownet: Step to determine porewater pressure

Flownet: Step to determine porewater pressure

Flownet: Seepage Quantity

Flownet: Seepage Quantity

Flownet: Step to Draw

Flownet: Step to Draw

Flownet : Intro

Flownet : Intro

Field Test - Permeability

Field Test - Permeability

Chapter 2: 4. Falling Head Test (Fine Soil)

Chapter 2: 4. Falling Head Test (Fine Soil)

Chapter 2: 3. Laboratory Constant Head Test

Chapter 2: 3. Laboratory Constant Head Test

Chapter 2: 2. Factor Affecting Permeability

Chapter 2: 2. Factor Affecting Permeability

Chapter 2 _1. Flow of Water Through Soil

Chapter 2 _1. Flow of Water Through Soil

CHAPTER 1-WEEK 4_INSTABILITY DUE TO PIPING_2

CHAPTER 1-WEEK 4_INSTABILITY DUE TO PIPING_2

CHAPTER 1- WEEK 4_FILTER DESIGN_3

CHAPTER 1- WEEK 4_FILTER DESIGN_3

CHAPTER 1- WEEK 4_ANISOTROPIC FLOW NET_1

CHAPTER 1- WEEK 4_ANISOTROPIC FLOW NET_1

CHAPTER 1- WEEK 3 Uplift Force_2

CHAPTER 1- WEEK 3 Uplift Force_2

CHAPTER 1- WEEK 3 Porewater Distribution Base Dam_1

CHAPTER 1- WEEK 3 Porewater Distribution Base Dam_1

CHAPTER 1 - WEEK 3 Porewater Distribution along sheet pile_3

CHAPTER 1 - WEEK 3 Porewater Distribution along sheet pile_3

CHAPTER 1 WEEK 3 Maximum Hyraulic Gradient 4

CHAPTER 1 WEEK 3 Maximum Hyraulic Gradient 4

CHAPTER 1 WEEK 2 SEEPAGE QUANTITY

CHAPTER 1 WEEK 2 SEEPAGE QUANTITY

CHAPTER 1 WEEK 2 FLOW NET

CHAPTER 1 WEEK 2 FLOW NET

CHAPTER 1 WEEK 2 SEEPAGE

CHAPTER 1 WEEK 2 SEEPAGE

CHAPTER 1 WEEK 2 INTRO

CHAPTER 1 WEEK 2 INTRO

Chapter 2 part 1 Physical Properties of Mineral

Chapter 2 part 1 Physical Properties of Mineral

Chapter 2 part 2 Silicate Mineral (a)

Chapter 2 part 2 Silicate Mineral (a)

Chapter 2 part 2 Silicate Mineral (b)

Chapter 2 part 2 Silicate Mineral (b)

Lab 3 Sedimentary Rock

Lab 3 Sedimentary Rock

Chapter 2 part 3 Non Silicate AND Importance of Mineral

Chapter 2 part 3 Non Silicate AND Importance of Mineral

Igneous Rock Classification

Igneous Rock Classification

Igneous Rock - Introduction

Igneous Rock - Introduction

Lab 5 Map 1 Step 1

Lab 5 Map 1 Step 1

Map 1 Step 2

Map 1 Step 2

Sedimentary Rock_1: Formation

Sedimentary Rock_1: Formation

Sedimentary Rock_2: Classification

Sedimentary Rock_2: Classification

Sedimentary Rock _3: Organic & Chemical

Sedimentary Rock _3: Organic & Chemical

Sedimentary Rock_4: Characteristic

Sedimentary Rock_4: Characteristic

Metamorphic Rock Introduction

Metamorphic Rock Introduction

Metamorphic Rock Type of Metamorphism

Metamorphic Rock Type of Metamorphism

Chapter 3 Part B

Chapter 3 Part B

Chapter 4_Structural Geology_Part 1_Introduction

Chapter 4_Structural Geology_Part 1_Introduction

Chapter 4 Structural Geology Part 2 Fold

Chapter 4 Structural Geology Part 2 Fold

Chapter 3 Part A

Chapter 3 Part A

Chapter 3 Part C

Chapter 3 Part C

Chapter 3 Part D

Chapter 3 Part D

Chapter 3 Part E

Chapter 3 Part E

Chapter 3 _Triaxial Test_Part 1_Intro

Chapter 3 _Triaxial Test_Part 1_Intro

Chapter 3 Triaxial Test Part 2 CD Test

Chapter 3 Triaxial Test Part 2 CD Test

Chapter 3_Triaxial Test Part 3_Data Analisa CD Test

Chapter 3_Triaxial Test Part 3_Data Analisa CD Test

Chapter 3 _Triaxial Test _Part 3 _CU Test

Chapter 3 _Triaxial Test _Part 3 _CU Test

Chapter 4 Part 1 Compaction INTRO A

Chapter 4 Part 1 Compaction INTRO A

Chapter 4 Part 1 Compaction INTRO B

Chapter 4 Part 1 Compaction INTRO B

Chapter 4: Part 2 - Consolidation - Data Analysis 3 (to determine the pre-consolidation pressure)

Chapter 4: Part 2 - Consolidation - Data Analysis 3 (to determine the pre-consolidation pressure)

Chapter 4 - Part 2 - Consolidation - step to get t50 LOG TIME Method

Chapter 4 - Part 2 - Consolidation - step to get t50 LOG TIME Method

Chapter 4 - Part 2 - Consolidation - step to get t90 SQUARE ROOT TIME Method

Chapter 4 - Part 2 - Consolidation - step to get t90 SQUARE ROOT TIME Method

Chapter 2 Seepage & Flow net

Chapter 2 Seepage & Flow net

Constant Head Test Data Analysis

Constant Head Test Data Analysis

Chapter 1 Fine Cone Penetration

Chapter 1 Fine Cone Penetration

Chapter 1 Fine Soil Casagrande

Chapter 1 Fine Soil Casagrande