Ebook: Settlement Calculation on High-Rise Buildings: Theory and Application

"Settlement Calculation on High-Rise Buildings: Theory and Application" discusses, for the first time, the latest developments in settlement calculation theory and case studies including analysis and research results for more than thirty high-rise buildings with a height of 100m-420m. Rigorously reviewed, this book provides a number of useful methods and a unique practical perspective on settlement calculation of high-rise buildings. It covers soft soil constitutive model and computation parameters, the theory of soil stress and strain, and new methods of settlement calculation in super long pile and space-varying rigidity group piles, box(raft), pile-box(raft), diaphragm wall-pile-box(raft) and rock foundation on high-rise buildings. This book is a useful design and construction resource for scientists and engineers, as well as for professionals in structural mechanics and geotechnical engineering. Professor Xiangfu Chen is chairman of the Academic Commission of China State Construction Engineering Corporation (CSCEC), chief engineer of China Construction Beijing Design and Research Institute, and a Doctoral Tutor at Tongji University Shanghai.

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"Settlement Calculation on High-Rise Buildings: Theory and Application" discusses, for the first time, the latest developments in settlement calculation theory and case studies including analysis and research results for more than thirty high-rise buildings with a height of 100m-420m. Rigorously reviewed, this book provides a number of useful methods and a unique practical perspective on settlement calculation of high-rise buildings. It covers soft soil constitutive model and computation parameters, the theory of soil stress and strain, and new methods of settlement calculation in super long pile and space-varying rigidity group piles, box(raft), pile-box(raft), diaphragm wall-pile-box(raft) and rock foundation on high-rise buildings. This book is a useful design and construction resource for scientists and engineers, as well as for professionals in structural mechanics and geotechnical engineering. Professor Xiangfu Chen is chairman of the Academic Commission of China State Construction Engineering Corporation (CSCEC), chief engineer of China Construction Beijing Design and Research Institute, and a Doctoral Tutor at Tongji University Shanghai.

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"Settlement Calculation on High-Rise Buildings: Theory and Application" discusses, for the first time, the latest developments in settlement calculation theory and case studies including analysis and research results for more than thirty high-rise buildings with a height of 100m-420m. Rigorously reviewed, this book provides a number of useful methods and a unique practical perspective on settlement calculation of high-rise buildings. It covers soft soil constitutive model and computation parameters, the theory of soil stress and strain, and new methods of settlement calculation in super long pile and space-varying rigidity group piles, box(raft), pile-box(raft), diaphragm wall-pile-box(raft) and rock foundation on high-rise buildings. This book is a useful design and construction resource for scientists and engineers, as well as for professionals in structural mechanics and geotechnical engineering. Professor Xiangfu Chen is chairman of the Academic Commission of China State Construction Engineering Corporation (CSCEC), chief engineer of China Construction Beijing Design and Research Institute, and a Doctoral Tutor at Tongji University Shanghai.
Content:
Front Matter....Pages i-xix
Introduction....Pages 1-37
Practical Models and Parameters for Settlement Calculation of Deep Foundation of Super High-Rise Buildings on Soft Subgrade....Pages 39-62
Mechanics in the Study on Deep Foundation Settlement of Super High-Rise Buildings....Pages 63-136
Theoretical Analysis of Subgrade Deformation of Deep Foundations of Super High-Rise Buildings....Pages 137-201
Settlement Calculation Methods and Case Studies of Box and Raft Foundations of Super High-Rise Buildings....Pages 203-269
Research on Settlement Calculation Method of Super-Long Pile Foundation....Pages 271-313
New Design Method for Space-Varying Rigidity Pile Group with Equal Settlement....Pages 315-346
Settlement Analysis and Case Study of Diaphragm Wall and Friction Pile-Box (Raft) Foundation on Super High-Rise Building....Pages 347-390
Settlement Analysis and Case Study on Rock Foundation and Combined Diaphragm Wall-end-Bearing Pile-Box (Raft) Foundation....Pages 391-401
Forecast and Suggestion of Research on Settlement Calculation....Pages 403-408
Back Matter....Pages 409-430

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"Settlement Calculation on High-Rise Buildings: Theory and Application" discusses, for the first time, the latest developments in settlement calculation theory and case studies including analysis and research results for more than thirty high-rise buildings with a height of 100m-420m. Rigorously reviewed, this book provides a number of useful methods and a unique practical perspective on settlement calculation of high-rise buildings. It covers soft soil constitutive model and computation parameters, the theory of soil stress and strain, and new methods of settlement calculation in super long pile and space-varying rigidity group piles, box(raft), pile-box(raft), diaphragm wall-pile-box(raft) and rock foundation on high-rise buildings. This book is a useful design and construction resource for scientists and engineers, as well as for professionals in structural mechanics and geotechnical engineering. Professor Xiangfu Chen is chairman of the Academic Commission of China State Construction Engineering Corporation (CSCEC), chief engineer of China Construction Beijing Design and Research Institute, and a Doctoral Tutor at Tongji University Shanghai.
Content:
Front Matter....Pages i-xix
Introduction....Pages 1-37
Practical Models and Parameters for Settlement Calculation of Deep Foundation of Super High-Rise Buildings on Soft Subgrade....Pages 39-62
Mechanics in the Study on Deep Foundation Settlement of Super High-Rise Buildings....Pages 63-136
Theoretical Analysis of Subgrade Deformation of Deep Foundations of Super High-Rise Buildings....Pages 137-201
Settlement Calculation Methods and Case Studies of Box and Raft Foundations of Super High-Rise Buildings....Pages 203-269
Research on Settlement Calculation Method of Super-Long Pile Foundation....Pages 271-313
New Design Method for Space-Varying Rigidity Pile Group with Equal Settlement....Pages 315-346
Settlement Analysis and Case Study of Diaphragm Wall and Friction Pile-Box (Raft) Foundation on Super High-Rise Building....Pages 347-390
Settlement Analysis and Case Study on Rock Foundation and Combined Diaphragm Wall-end-Bearing Pile-Box (Raft) Foundation....Pages 391-401
Forecast and Suggestion of Research on Settlement Calculation....Pages 403-408
Back Matter....Pages 409-430
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