◎系所教育目標：
1.專業知識的培育。
2.人文素養的培育。
3.領導管理的培育。 |
| ◎核心能力 | 關聯性 |
| 1.具備數學、科學及工程知識並能應用於土木與水資源工程之能力。 | 5 關聯性最強 |
| 2.具有規劃執行實驗與闡釋數據之基礎能力。 | 2 關聯性稍弱 |
| 3.具備統整土木與水資源工程設計專業技能及使用現代工具於實務應用之能力。 | 4 關聯性稍強 |
| 4.統合基本與專業知識，應用於規劃、設計及施工之能力。 | 4 關聯性稍強 |
| 5.具有專案管理、整合資訊、溝通協調及團隊合作之能力。 | 2 關聯性稍弱 |
| 6.具有適當的基礎與專業知識以奠定終生學習之能力。 | 3 關聯性中等 |
| 7.關懷社會脈動，瞭解土木與水資源工程科技對人類文明與環境永續發展之影響。 | 1 關聯性最弱 |
| 8.瞭解專業倫理與社會責任。 | 1 關聯性最弱 |
◎本學科內容概述：
本課程除介紹土壤力學之基本原理外，並著重例題之演算使學生能活用土壤力學之基本原理。 其相關連課程有應用力學、材料力學及基礎工程。 |
◎本學科教學內容大綱：
1.土壤物理性質 2.土壤中之水流 3.土壤中之應力 4.土壤之壓縮性 5.土壤抗剪強度 |
◎本學科學習目標：
本課程透過教學及實際實驗操作(搭配土壤力學試驗)，使學生瞭解基本土壤工程性質與相關參數之求取方法，訓練學生理論與實驗並重。使學生具備基本土壤力學知識與概念:包括土壤分類與基本工程力學性質、土壤滲流特性、有效應力、土壤壓縮性與剪力強度、側向土壓力與邊坡穩定等，作為未來高等土壤力學、土壤動力學、邊坡穩定分析、基礎工程，或從事其他工程實務之理論基礎 。 |
| ◎教學進度： |
| 週次 | 主題 | 教學內容 | 教學方法 |
01
09/09 | CH1 Geotechnical Engineering—A Historical Perspective | 1.1 Introduction
1.2 Geotechnical Engineering Prior to the 18th Century
1.3 Preclassical Period of Soil Mechanics (1700–1776)
1.4 Classical Soil Mechanics—Phase I (1776–1856)
1.5 Classical Soil Mechanics—Phase II (1856–1910)
1.6 Modern Soil Mechanics (1910–1927)
1.7 Geotechnical Engineering after 1927 | 講授、討論。 |
02
09/16 | CH2 Origin of Soil and Grain Size | 2.1 Introduction
2.2 Rock Cycle and the Origin of Soil
2.3 Rock-Forming Minerals, Rock and Rock Structures
2.4 Soil-Particle Size
2.5 Clay Minerals
2.6 Specific Gravity (Gs)
2.7 Mechanical Analysis of Soil
2.8 Particle-Size Distribution Curve
2.9 Particle Shape | 作業/習題演練、講授、討論。 |
03
09/23 | CH3 Weight–Volume Relationships | 3.1 Introduction
3.2 Weight–Volume Relationships
3.3 Relationships among Unit Weight, Void Ratio, Moisture Content,
and Specific Gravity
3.4 Relationships among Unit Weight, Porosity, and Moisture Content
3.5 Relative Density
3.6 Comments on emax and emin
3.7 Correlations between emax, emin, and Median Grain Size (D50) | 作業/習題演練、講授、討論。 |
04
09/30 | CH4 Plasticity and Structure of Soil | 4.1 Introduction
4.2 Liquid Limit (LL)
4.3 Plastic Limit (PL)
4.4 Plasticity Index
4.5 Shrinkage Limit (SL)
4.6 Liquidity Index and Consistency Index
4.7 Activity
4.8 Plasticity Chart
4.9 Soil Structure | 作業/習題演練、講授、討論。 |
05
10/07 | CH5 Classification of Soil | 5.1 Introduction
5.2 Textural Classification
5.3 Classification by Engineering Behavior
5.4 AASHTO Classification System
5.5 Unified Soil Classification System
5.6 Comparison between the AASHTO and Unified Systems | 作業/習題演練、講授、討論。 |
06
10/14 | CH6 Soil Compaction | 6.1 Introduction
6.2 Compaction—General Principles
6.3 Standard Proctor Test
6.4 Factors Affecting Compaction
6.5 Modified Proctor Test
6.6 Empirical Relationships
6.7 Structure of Compacted Clay Soil
6.8 Effect of Compaction on Cohesive Soil Properties
6.9 Field Compaction
6.10 Specifications for Field Compaction
6.11 Determination of Field Unit Weight of Compaction
6.12 Evaluation of Soils as Compaction Material
6.13 Special Compaction Techniques | 作業/習題演練、講授、討論。 |
07
10/21 | CH7 Permeability | 7.1 Introduction
7.2 Bernoulli’s Equation
7.3 Darcy’s Law
7.4 Hydraulic Conductivity
7.5 Laboratory Determination of Hydraulic Conductivity
7.6 Relationships for Hydraulic Conductivity—Granular Soil
7.7 Relationships for Hydraulic Conductivity—Cohesive Soils
7.8 Directional Variation of Permeability
7.9 Equivalent Hydraulic Conductivity in Stratified Soil
7.10 Permeability Test in the Field by Pumping from Wells
7.11 Permeability Test in Auger Holes
7.12 Hydraulic Conductivity of Compacted Clayey Soils
7.13 Moisture Content—Unit Weight Criteria for Clay Liner Construction | 作業/習題演練、講授、討論。 |
08
10/28 | CH8 Seepage | 8.1 Introduction
8.2 Laplace’s Equation of Continuity
8.3 Flow Nets
8.4 Seepage Calculation from a Flow Net
8.5 Flow Nets in Anisotropic Soil
8.6 Mathematical Solution for Seepage
8.7 Uplift Pressure under Hydraulic Structures
8.8 Seepage through an Earth Dam on an Impervious Base
8.9 L. Casagrande’s Solution for Seepage through an Earth Dam
8.10 Pavlovsky’s Solution for Seepage through an Earth Dam
8.11 Filter Design | 作業/習題演練、講授、討論。 |
09
11/04 | Midterm Exam | Exam | 筆試。 |
10
11/11 | CH9 In Situ Stresses | 9.1 Introduction
9.2 Stresses in Saturated Soil without Seepage
9.3 Stresses in Saturated Soil with Upward Seepage
9.4 Stresses in Saturated Soil with Downward Seepage
9.5 Seepage Force
9.6 Heaving in Soil Due to Flow around Sheet Piles
9.7 Use of Filters to Increase the Factor of Safety against Heave
9.8 Effective Stress in Partially Saturated Soil
9.9 Capillary Rise in Soils
9.10 Effective Stress in the Zone of Capillary Rise | 作業/習題演練、講授、討論、筆試。 |
11
11/18 | CH10 Stresses in a Soil Mass | 10.1 Introduction 331
10.2 Normal and Shear Stresses on a Plane 332
10.3 The Pole Method of Finding Stresses along a Plane 336
10.4 Stresses Caused by a Point Load 338
10.5 Vertical Stress Caused by a Vertical Line Load 341
10.6 Vertical Stress Caused by a Horizontal Line Load 343
10.7 Vertical Stress Caused by a Vertical Strip Load (Finite Width
and Infinite Length) 345
10.8 Vertical Stress Caused by a Horizontal Strip Load 350
10.9 Linearly Increasing Vertical Loading on an Infinite Strip 354
10.10 Vertical Stress Due to Embankment Loading 356
10.11 Vertical Stress Below the Center of a Uniformly Loaded
Circular Area | 作業/習題演練、講授、討論。 |
12
11/25 | CH11 Compressibility of Soil (I) | 11.1 Introduction
11.2 Contact Pressure and Settlement Profile
11.3 Relations for Elastic Settlement Calculation
11.4 Improved Relationship for Elastic Settlement
11.5 Fundamentals of Consolidation
11.6 One-Dimensional Laboratory Consolidation Test
11.7 Void Ratio–Pressure Plots
11.8 Normally Consolidated and Over-consolidated Clays
11.9 Effect of Disturbance on Void Ratio–Pressure Relationship | 作業/習題演練、講授、討論。 |
13
12/02 | CH11 Compressibility of Soil (II) | 11.10 Calculation of Settlement from One-Dimensional Primary Consolidation
11.11 Correlations for Compression Index
11.12 Correlations for Swell Index
11.13 Secondary Consolidation Settlement
11.14 Time Rate of Consolidation
11.15 Construction Time Correction of Consolidation Settlement
11.16 Determination of Coefficient of Consolidation
11.17 Calculation of Consolidation Settlement under a Foundation
11.18 Methods for Accelerating Consolidation Settlement | 作業/習題演練、講授、討論。 |
14
12/09 | CH12 Shear Strength of Soil (I) | 12.1 Introduction
12.2 Mohr–Coulomb Failure Criterion
12.3 Inclination of the Plane of Failure Caused by Shear
12.4 Laboratory Test for Determination of Shear Strength Parameters
12.5 Direct Shear Test
12.6 Drained Direct Shear Test on Saturated Sand and Clay
12.7 General Comments on Direct Shear Test | 作業/習題演練、講授、討論。 |
15
12/16 | CH12 Shear Strength of Soil (II) | 12.8 Triaxial Shear Test-General
12.9 Consolidated-Drained Triaxial Test
12.10 Consolidated-Undrained Triaxial Test
12.11 Unconsolidated-Undrained Triaxial Test
12.12 Unconfined Compression Test on Saturated Clay
12.13 Empirical Relationships between Undrained Cohesion
and Effective Overburden Pressure
12.14 Sensitivity and Thixotropy of Clay
12.15 Strength Anisotropy in Clay
12.16 Vane Shear Test
12.17 Other Methods for Determining Undrained Shear Strength
12.18 Shear Strength of Unsaturated Cohesive Soils | 作業/習題演練、講授、討論。 |
16
12/23 | Final Exam | Exam | 作業/習題演練、講授、討論、筆試。 |
17
12/30 | Self-learning | Final review | 校外見習/實習。 |
18
01/06 | Self-learning | Self-learning | 校外見習/實習。 |
◎課程要求：
不遲到 不早退 不穿拖鞋到課 |
◎成績考核
課堂參與討論10% : 含出席率
小考30% : 2次
期中考30% : 筆試
期末考30% : 筆試
|
◎參考書目與學習資源
1. 土壤力學與基礎工程(三版) 譯者：黃安斌，高立圖書 (教科書1)
2. 大地工程學(一)土壤力學篇(8版) 施國欽文笙 (教科書2)
3. Braja M. Das/ Khaled Sobhan, Principles of Geotechnical Engineering, 9/e SI Edition (參考書-高立圖書出版社).
4. D. P. Coduto, Geotechnical Engineering, Principles and Practices, Prentice Hall.
5. R D Holtz, An introduction to geotechnical engineering, Prentice-Hall。 |
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