Ch 7 Lateral Earth Pressure (4/4), 7.6 Lateral earth pressure due to surcharge, 7.7 Active earth pressure for earthquake conditions, 7.8 Active pressure for wall rotation about the top: braced cut, 7.9 Active earth pressure for translation of retaining wall – granular backfill, 7.10 Rankine Passive earth pressure, 7.11 Rankine passive earth pressure: inclined backfill – frictionless vertical wall, 7.12 Coulomb’s passive earth pressure, 7.13 Comments on the failure surface assumption for Coulomb’s pressure calculations, 7.14 Passive pressure under earthquake conditions

Homepage » 課程專區 » 工學院 » 基礎工程 Foundation Engineering | 土木工程學系黃安斌老師 » Ch 7 Lateral Earth Pressure (4/4), 7.6 Lateral earth pressure due to surcharge, 7.7 Active earth pressure for earthquake conditions, 7.8 Active pressure for wall rotation about the top: braced cut, 7.9 Active earth pressure for translation of retaining wall – granular backfill, 7.10 Rankine Passive earth pressure, 7.11 Rankine passive earth pressure: inclined backfill – frictionless vertical wall, 7.12 Coulomb’s passive earth pressure, 7.13 Comments on the failure surface assumption for Coulomb’s pressure calculations, 7.14 Passive pressure under earthquake conditions

Ch 7 Lateral Earth Pressure (4/4), 7.6 Lateral earth pressure due to surcharge, 7.7 Active earth pressure for earthquake conditions, 7.8 Active pressure for wall rotation about the top: braced cut, 7.9 Active earth pressure for translation of retaining wall – granular backfill, 7.10 Rankine Passive earth pressure, 7.11 Rankine passive earth pressure: inclined backfill – frictionless vertical wall, 7.12 Coulomb’s passive earth pressure, 7.13 Comments on the failure surface assumption for Coulomb’s pressure calculations, 7.14 Passive pressure under earthquake conditions

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週次	課程內容	課程影音
第一週	課程介紹	線上觀看
第一週	Ch 2 Natural soil deposit and subsoil exploration (1/3) 2.11 Subsurface Exploration 2.12 Subsurface Exploration Program 2.13 Exploratory borings in the field 2.14 Procedures for sampling soil 2.15 Split-spoon (barrel) sampling	線上觀看
第二週	Ch 2 Natural soil deposit and subsoil exploration (2/3) 2.15 Split-spoon (barrel) sampling 2.16 Scraper bucket 2.17 & 2.18 Undisturbed samples 2.19 Observation of water table	線上觀看
第二週	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 logs 2.26 Geophysical exploration 2.27 Sub	線上觀看
第三週	Ch 3 Shallow foundationsultimate bearing capacity (1/3) 3.1 Introduction 3.2 General concept 3.3 Terzaghi’s bearing capacity theory 3.4 Factor of safety 3.5 Modification of BCE for water table 3.6 The general bearing capacity equation 3.7 Case studies on	線上觀看
第四週	Ch 3 Shallow foundationsultimate bearing capacity (2/3) 3.8 Effect of soil compressibility 3.9 Eccentrically loaded foundations 3.10 Ultimate bearing capacity under eccentric loading – one way eccentricity 3.11 Bearing capacity – two way eccentricity	線上觀看
第四週	Ch 3 Shallow foundationsultimate bearing capacity (3/3) 3.10 Ultimate bearing capacity under eccentric loading – one way eccentricity 3.11 Bearing capacity – two way eccentricity	線上觀看
第四週	Ch 5 Shallow foundations: allowable bearing capacity and settlement (1/3) 5.1 Introduction 5.2 Stress due to a concentrated load 5.3 Stress due to a circular loaded area 5.4 Stress below a rectangular area 5.5 Average stress increase due to a rectangularl	線上觀看
第五週	Ch 5 Shallow foundations: allowable bearing capacity and settlement (2/3) 5.12 Settlement of sandy soil: use of strain influence factor 5.13 Settlement of foundation on sand based on SPT 5.15 Primary consolidation settlement relationships	線上觀看
第五週	Ch 5 Shallow foundations: allowable bearing capacity and settlement (3/3) 5.17 Settlement due to secondary consolidation 5.18 Field load test 5.19 Presumptive bearing capacity 5.20 Tolerable settlement of buildings	線上觀看
第六週	Ch 6 Mat Foundations 6.1 Introduction 6.2 Combined footings 6.3 Common types of mat foundations 6.5 Differential settlement of mat 6.6 Field settlement observations for mat foundations 6.7 Compensated foundations	線上觀看
第七週	Ch 7 Lateral Earth Pressure (1/4) 7.1 Introduction 7.2 Lateral earth pressure at rest	線上觀看
第七週	Ch 7 Lateral Earth Pressure (2/4) 7.3 Rankine active earth pressure 7.4 A general case for Rankine active pressure	線上觀看
第八週	Ch 7 Lateral Earth Pressure (3/4) 7.4 A general case for Rankine active pressure 7.5 Coulomb’s active earth pressure	線上觀看
第八週	Ch 7 Lateral Earth Pressure (4/4) 7.6 Lateral earth pressure due to surcharge 7.7 Active earth pressure for earthquake conditions 7.8 Active pressure for wall rotation about the top: braced cut 7.9 Active earth pressure for translation of retaining wall –	線上觀看
第九週	Ch 8 Retaining Walls (1/2) 8.1 Introduction 8.2 Proportioning retaining walls 8.3 Application of lateral earth pressure theories to design 8.4 Stability of retaining walls 8.5 Check for overturning 8.6 Check for sliding along the base	線上觀看
第九週	Ch 8 Retaining Walls (2/2) 8.7 Check for bearing capacity failure 8.8 Construction joints & drainage from backfill 8.10 Comments on design of retaining walls and a case study 8.11 Soil reinforcement 8.12 Considerations in (metallic ) soil reinforcement 8.	線上觀看
第十一週	Ch 9 Sheet Pile Walls (1/3) 9.1 Introduction 9.2 Construction methods 9.3 Cantilever sheet pile walls 9.4 Cantilever sheet piling penetrating sandy soils	線上觀看
第十一週	Ch 9 Sheet Pile Walls (2/3) 9.4 Cantilever sheet piling penetrating sandy soils 9.5 Special cases for cantilever walls penetrating a sandy soil 9.6 Cantilever sheet piling penetrating clay (undrained, f = 0) 9.7 Special cases for cantilever walls penetra	線上觀看
第十二週	Ch 9 Sheet Pile Walls (3/3) 9.13 Fixed earth-support method for penetration into sandy soil 9.14 Field observations for anchor sheet pile walls 9.15 Free earth support method for penetration of clay 9.16 Anchors 9.17 Holding capacity of anchor plates in s	線上觀看
第十二週	Ch 10 Braced Cuts (1/3) 10.1 Introduction 10.2 Pressure envelope for braced-cut design	線上觀看
第十三週	Ch 10 Braced Cuts (2/3) 10.2 Pressure envelope for braced-cut design 10.3 Pressure envelope for cuts in layered soil 10.4 Design of various components of a braced cut	線上觀看
第十三週	Ch 10 Braced Cuts (3/3) 10.4 Design of various components of a braced cut 10.5 Case studies of braced cuts 10.6 Bottom heave of a cut in clay 10.7 Stability of the bottom of a cut in sand 10.8 Lateral yielding of sheet piles and ground settlement	線上觀看
第十四週	Ch 11 Pile Foundations (1/6) 11.1 Introduction	線上觀看
第十五週	Ch 11 Pile Foundations (2/6) 11.2 Types of (driven) piles – according to materials	線上觀看
第十五週	Ch 11 Pile Foundations (3/6) 11.3 Estimating pile length 11.4 Installation of piles 11.5 Load transfer mechanism 11.6 Equations for estimating pile capacity 11.7 Meyerhof’s method for estimating Qp 11.8 Vesic’s method for estimating Qp	線上觀看
第十六週	Ch 11 Pile Foundations (4/6) 11.7 Meyerhof’s method for estimating Qp 11.8 Vesic’s method for estimating Qp 11.9 Coyle and Castello’s method for estimating Qp in sand 11.10 Correlations for calculating Qp with SPT and CPT results 11.11 Frictional resistan	線上觀看
第十六週	Ch 11 Pile Foundations (5/6) 11.12 Frictional (skin) resistance in clay 11.13 Point bearing capacity of piles resting on rock 11.14 Pile load test 11.15 Elastic settlement of piles	線上觀看
第十七週	Ch 11 Pile Foundations (6/6) 11.17 Pile-driving formula 11.19 Negative skin friction	線上觀看

目前顯示第 1 至第 29 個資料列，總計 29 個資料列