Foundation Design And Construction
Book : Foundation Design And Construction
LIST OF TABLES
3.1 Bearing Capacity Factors for Computing Ultimate Bearing Capacity of Shallow Foundations
3.2 Values of Cα/Cc for Geotechnical Materials
4.1 Advantages and Disadvantages of Displacement Piles
4.2 Advantages and Disadvantages of Machine-dug Piles
4.3 Advantages and Disadvantages of Hand-dug Caissons
6.1 Minimum Global Factors of Safety for Piles in Soil and Rock
6.2 Minimum Mobilisation Factors for Shaft Resistance and End-bearing Resistance
6.3 Typical Values of Shaft Resistance Coefficient, β, in Saprolites and Sand
6.4 Rating Assigned to Individual Parameters using RMR Classification System
6.5 Allowable Bearing Pressure Based on Computed RMR Value
6.6 Presumed Allowable Vertical Bearing Pressure for Foundations on Horizontal Ground
6.7 Classification of Marble
6.8 Limits on Increase of Vertical Effective Stress on Marble Surface
6.9 Shape and Rigidity Factors for Calculating Settlements of Points on Loaded Areas at the Surface of an Elastic Half-space
6.10 Correlations between Drained Young's Modulus and SPT N Value for Weathered Granites in Hong Kong
6.11 Typical Values of Coefficient of Horizontal Subgrade Reaction
7.1 Tolerance of Installed Piles 166
7.2 Reduction Factor for Coefficient of Subgrade Reaction for a Laterally Loaded Pile Group
8.1 Typical Energy Transfer Ratio of Pile Hammers 203
8.2 Possible Defects in Displacement Piles Caused by Driving
8.3 Defects in Displacement Piles Caused by Ground Heave and Possible
Mitigation Measures
8.4 Problems with Displacement Piles Caused by Lateral Ground
Movement and Possible Mitigation Measures
8.5 Problems with Driven Cast-in-place Piles Caused by Groundwater and Possible Mitigation Measures
8.6 Limits on Driving Stress
8.7 Limits on Properties of Bentonite Slurry
8.8 Causes and Mitigation of Possible Defects in Replacement Piles
8.9 Interpretation of Vibration Tests on Piles
8.10 Classification of Pile Damage by Dynamic Loading Test
9.1 Loading Procedures and Acceptance Criteria for Pile Loading Tests in Hong Kong
9.2 Range of CASE Damping Values for Different Types of Soil
A1 Interpreted Shaft Resistance in Loading Tests on Instrumented Replacement Piles in Hong Kong
A2 Interpreted Shaft Resistance in Loading Tests on Instrumented
Displacement Piles in Hong Kong
A3 Interpreted Shaft Resistance in Loading Tests on Instrumented
Replacement Piles with Shaft-grouting in Hong Kong
A4 Interpreted Shaft Resistance and End-bearing Resistance in Loading
Tests on Instrumented Replacement Piles Embedded in Rock in Hong Kong
Read Book Foundation Design And Construction Online
Download
How to Download the Book
Good reading
Admin
https://book4yours.blogspot.com : plan maison architecture cuisine décoration maison , note de calcul , ferraillage , coffrage , fondation , charpente métallique , charpente en bois , bâtiment , r+1,r+2,r+3,r+4,r+5,r+6,r+7,r+8,r+9,r+10 , sous sols , étude de sols , rdm , béton armé , béton précontraint , fibre , matériaux de construction , guide de calcul .
