Chapter 1 Introduction to geotechnical analysis, site investigation and in-situ testsġ.1 Introduction to geotechnical analysis and designġ.4.2.4 Split barrel standard penetration test samplerġ.4.2.5 Thin-walled stationary piston samplerġ.5 Presentation of site investigation results and geotechnical investigation reportġ.9.2 Joints and discontinuity in the rockĪppendix: Cavity expansion Analysis for Pressuremeter TestĬhapter 2 Ultimate limit state analysis of shallow foundationsĢ.1 General descriptions and types of shallow foundationsĢ.2 Failure modes of shallow foundations on the soilĢ.3 Bearing capacity of a shallow foundation on the soilĢ.4 Applications of bearing capacity factors for shallow foundation designs on the soilĢ.6 Bearing capacity from plasticity theoryĢ.6.1 Boundary conditions in a bearing capacity problemĢ.7 Bearing capacity using a finite element methodĢ.8 Bearing capacity using a distinct element methodĬhapter 3 Serviceability limit state of shallow foundationģ.2 Stress and displacement due to point load, line load and othersģ.3 Settlement of foundations for simple casesĪppendix A: Programme for 1D consolidationĪppendix B: Extension to 2D and 3D Biot consolidationĬhapter 4 Analysis and design of footing, raft foundation and pile capĤ.1 Use of classical rigid design method for simple footingĤ.2 The Winkler spring model for foundation analysisĤ.8 Computer modelling of complicated raft foundationsĬhapter 5 Excavation and lateral support system (ELS)ĥ.3.4 Discussion of 2D earth pressure theoryĥ.3.6 Axi-symmetric lateral earth pressureĥ.5.2 2D/3D finite element/difference methodsĥ.5.2.3 Free/fixed earth method for one layer of a strutĥ.8.1 Importance of IoT monitoring and instantaneous analysisĦ.3 Analysis and structural design of a single pile – vertical and horizontal loadsĦ.3.1 Steel pile by driving or jacking/bore and socketĦ.6 Pile settlement of a single pile and a pile groupĬhapter 7 Slope stability analysis and stabilisationħ.3 Slope stability analysis – the limit equilibrium methodħ.3.1 Rigorous limit equilibrium formulation
0 kommentar(er)
