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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£º 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£º 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£©

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