Chapter 1 Spread footings and driven pilefoundations (1)
1.1 Spread footings (1)
1.2 Driven piles (2)
1.3 Factors to be considered in selectingpiles (5)
2 Flexible pavements (8)
2.1 Conventional flexible pavements (8)
2.2 Fulldepth asphalt pavements (10)
2.3 Contained rock asphalt mats (11)
Chapter 3 The railway cross section (14)
3.1 Ballast (14)
3.2 Crossties or sleepers (15)
3.3 Rails (16)
3.4 Tie plates (16)
Chapter 1 Spread footings and driven pilefoundations (1)
1.1 Spread footings (1)
1.2 Driven piles (2)
1.3 Factors to be considered in selectingpiles (5)
2 Flexible pavements (8)
2.1 Conventional flexible pavements (8)
2.2 Fulldepth asphalt pavements (10)
2.3 Contained rock asphalt mats (11)
Chapter 3 The railway cross section (14)
3.1 Ballast (14)
3.2 Crossties or sleepers (15)
3.3 Rails (16)
3.4 Tie plates (16)
3.5 Fastenings (17)
3.6 Rail anchors (17)
3.7 Rail joints (17)
Chapter 4 New Austrian tunneling method (21)
4.1 Introduction (21)
4.2 Historical aspects of NATM (21)
4.3 General concepts of NATM (22)
4.4 Scope of application of NATM (24)
4.5 Concluding remarks (25)
Chapter 5 The Analysis of Controlled Deformations (ADECO)and its advantages 28)
5.1 ADECO approach (28)
5.2 Advantages of the ADECO approach oversequential excavation and NATM (31)
5.3 Conclusions (32)
Chapter 6 Productivemodeling for development of asbuilt BIM of existing indoor structures (37)
6.1 Introduction (37)
6.2 Conventional methods (38)
6.3 Proposed approach (40)
6.4 Experiments and results (41)
6.5 Conclusions (47)
7 Technology development in construction: a continuum from distant past into the future (52)
7.1 Introduction (52)
7.2 Creativity and technology (54)
7.3 Historical retrospective (56)
7.4 Linking the present to the past (57)
7.5 Innovation environment in constructiontechnology and possible way forward (61)
Chapter 8 Life cycle design and prefabricationin buildings: A review and case studies in Hong Kong
Chapter 9 Construction assessment and longterm prediction of prestressed concrete bridges based on monitoring data (85)
Chapter 10 Revised casebased reasoning model development based on multiple regression analysis for railroad bridge construction (109)
…
三套模擬試卷(224)
參考文獻(xiàn)(236)