標題: 基礎工程
Foundation Engineering
作者: 黃安斌
Open Education Office
開放教育推動中心
公開日期: 2015
摘要: 課程首頁   本課程是由交通大學土木工程學系提供。   An introduction for undergraduate civil engineering students to the fundamental concepts and application of foundation engineering.  
課程目標/概述     An introduction for undergraduate civil engineering students to the fundamental concepts and application of foundation engineering.   課程章節   單元主題 Introduction (課程內容介紹) Subsurface exploration (地下探測) Shallow foundations (淺基礎) Mat foundations (筏式基礎) Lateral earth pressure 側向土壓力 Retaining walls 擋土牆 Sheet pile Structures 板樁結構 Braced cuts 支撐開挖 Pile foundations 樁基礎   課程書目 Das, B.M., 2011. “Principles of Foundation Engineering.” 7th Edition, Cengage Learning.     評分標準   項目 百分比 作業 (Homeworks) 10% 第一次小考 (First Quiz) 22.5% 第二次小考 (Second Quiz) 22.5% 第三次小考 (Third Quiz) 22.5% 第四次小考 (Fourth Quiz) 22.5%    
授課對象:大學3年級
預備知識:土壤力學
URI: http://ocw.nctu.edu.tw/course_detail.php?bgid=2&nid=516
http://hdl.handle.net/11536/132434
顯示於類別:開放式課程


文件中的檔案:

  1. 課程介紹.mp4
  2. Ch 2 Natural soil deposit and subsoil exploration (1/3)2.11 Subsurface Exploration2.12 Subsurface Exploration Program2.13 Exploratory borings in the field2.14 Procedures for sampling soil2.15 Split-spoon (barrel) sampling.mp4
  3. Ch 2 Natural soil deposit and subsoil exploration (2/3)2.15 Split-spoon (barrel) sampling2.16 Scraper bucket2.17 & 2.18 Undisturbed samples2.19 Observation of water table.mp4
  4. Ch 2 Natural soil deposit and subsoil exploration (3/3)2.20 The vane shear test (VST)2.21 The cone penetration test (CPT)2.22 Pressuremeter test (PMT)2.23 The Flat Plate Dilatometer test (DMT)2.25 The boring logs2.26 Geophysical exploration2.mp4
  5. Ch 3 Shallow foundations ultimate bearing capacity (1/3)3.1 Introduction3.2 General concept3.3 Terzaghi’s bearing capacity theory3.4 Factor of safety3.5 Modification of BCE for water table3.6 The general bearing capacity equation3.7 Case stud.mp4
  6. Ch 3 Shallow foundations ultimate bearing capacity (2/3)3.8 Effect of soil compressibility3.9 Eccentrically loaded foundations3.10 Ultimate bearing capacity under eccentric loading – one way eccentricity3.11 Bearing capacity – two way eccentricity.mp4
  7. Ch 3 Shallow foundations ultimate bearing capacity (3/3)3.10 Ultimate bearing capacity under eccentric loading – one way eccentricity3.11 Bearing capacity – two way eccentricity.mp4
  8. Ch 5 Shallow foundations: allowable bearing capacity and settlement (1/3)5.1 Introduction5.2 Stress due to a concentrated load5.3 Stress due to a circular loaded area 5.4 Stress below a rectangular area5.5 Average stress increase due to a rectan.mp4
  9. Ch 5 Shallow foundations: allowable bearing capacity and settlement (2/3)5.12 Settlement of sandy soil: use of strain influence factor5.13 Settlement of foundation on sand based on SPT5.15 Primary consolidation settlement relationships.mp4
  10. Ch 5 Shallow foundations: allowable bearing capacity and settlement (3/3)5.17 Settlement due to secondary consolidation5.18 Field load test5.19 Presumptive bearing capacity5.20 Tolerable settlement of buildings.mp4
  11. Ch 6 Mat Foundations6.1 Introduction6.2 Combined footings6.3 Common types of mat foundations6.5 Differential settlement of mat6.6 Field settlement observations for mat foundations6.7 Compensated foundations.mp4
  12. Ch 7 Lateral Earth Pressure (1/4)7.1 Introduction7.2 Lateral earth pressure at rest.mp4
  13. Ch 7 Lateral Earth Pressure (2/4)7.3 Rankine active earth pressure7.4 A general case for Rankine active pressure.mp4
  14. Ch 7 Lateral Earth Pressure (3/4)7.4 A general case for Rankine active pressure7.5 Coulomb’s active earth pressure.mp4
  15. Ch 7 Lateral Earth Pressure (4/4)7.6 Lateral earth pressure due to surcharge7.7 Active earth pressure for earthquake conditions7.8 Active pressure for wall rotation about the top: braced cut7.9 Active earth pressure for translation of retaining wal.mp4
  16. Ch 8 Retaining Walls (1/2)8.1 Introduction8.2 Proportioning retaining walls8.3 Application of lateral earth pressure theories to design8.4 Stability of retaining walls8.5 Check for overturning8.6 Check for sliding along the base.mp4
  17. Ch 8 Retaining Walls (2/2)8.7 Check for bearing capacity failure8.8 Construction joints & drainage from backfill8.10 Comments on design of retaining walls and a case study8.11 Soil reinforcement8.12 Considerations in (metallic ) soil reinforceme.mp4
  18. Ch 9 Sheet Pile Walls (1/3)9.1 Introduction9.2 Construction methods9.3 Cantilever sheet pile walls9.4 Cantilever sheet piling penetrating sandy soils.mp4
  19. Ch 9 Sheet Pile Walls (2/3)9.4 Cantilever sheet piling penetrating sandy soils9.5 Special cases for cantilever walls penetrating a sandy soil9.6 Cantilever sheet piling penetrating clay (undrained, f = 0)9.7 Special cases for cantilever walls pen.mp4
  20. Ch 9 Sheet Pile Walls (3/3)9.13 Fixed earth-support method for penetration into sandy soil9.14 Field observations for anchor sheet pile walls9.15 Free earth support method for penetration of clay9.16 Anchors9.17 Holding capacity of anchor plates.mp4
  21. Ch 10 Braced Cuts (1/3)10.1 Introduction10.2 Pressure envelope for braced-cut design.mp4
  22. Ch 10 Braced Cuts (2/3)10.2 Pressure envelope for braced-cut design10.3 Pressure envelope for cuts in layered soil10.4 Design of various components of a braced cut.mp4
  23. Ch 10 Braced Cuts (3/3)10.4 Design of various components of a braced cut10.5 Case studies of braced cuts10.6 Bottom heave of a cut in clay10.7 Stability of the bottom of a cut in sand10.8 Lateral yielding of sheet piles and ground settlement.mp4
  24. Ch 11 Pile Foundations (1/6)11.1 Introduction.mp4
  25. Ch 11 Pile Foundations (2/6)11.2 Types of (driven) piles – according to materials.mp4
  26. Ch 11 Pile Foundations (3/6)11.3 Estimating pile length11.4 Installation of piles11.5 Load transfer mechanism11.6 Equations for estimating pile capacity11.7 Meyerhof’s method for estimating Qp11.8 Vesic’s method for estimating Qp.mp4
  27. Ch 11 Pile Foundations (4/6)11.7 Meyerhof’s method for estimating Qp11.8 Vesic’s method for estimating Qp11.9 Coyle and Castello’s method for estimating Qp in sand11.10 Correlations for calculating Qp with SPT and CPT results11.11 Frictional res.mp4
  28. Ch 11 Pile Foundations (5/6)11.12 Frictional (skin) resistance in clay11.13 Point bearing capacity of piles resting on rock11.14 Pile load test11.15 Elastic settlement of piles.mp4
  29. Ch 11 Pile Foundations (6/6)11.17 Pile-driving formula11.19 Negative skin friction.mp4
  30. Ch 2 Natural soil deposit and subsoil exploration (地下探測).pdf
  31. Ch3 Shallow foundations ultimate bearing capacity (淺基礎).pdf
  32. Ch5 Shallow foundations: Allowable bearing capacity and settlement.pdf
  33. Ch6 Mat Foundations (筏式基礎).pdf
  34. Ch7 Lateral Earth Pressure (側向土壓力).pdf
  35. Ch8 Retaining Walls (擋土牆).pdf
  36. Ch9 Sheet Pile Walls (板樁牆).pdf
  37. Ch10 Braced Cuts (支撐開挖).pdf
  38. Ch11 Pile Foundations (樁基礎).pdf
  39. Answer (Ch3) and tutorial class notes for midterm I.pdf
  40. Answer (Ch5 and Ch6).pdf
  41. Answer (Ch7 and Ch8).pdf
  42. Answer (Ch9).pdf
  43. Answer (Ch10).pdf
  44. Answer (Ch11).pdf