
Design of Deep Braced Excavation in Urban Geotechnical Environments
- 1st Edition - May 21, 2024
- Imprint: Elsevier
- Authors: Wengang Zhang, Yanmei Zhang, Runhong Zhang, Yongqin Li, Li Hong, Yuntao Yuan
- Language: English
- Paperback ISBN:9 7 8 - 0 - 4 4 3 - 1 3 8 8 2 - 9
- eBook ISBN:9 7 8 - 0 - 4 4 3 - 1 3 8 8 3 - 6
Design of Deep Braced Excavation in Urban Geotechnical Environments presents the design and calculation of deep braced excavation in urban geotechnical environments, consideri… Read more

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Request a sales quoteDesign of Deep Braced Excavation in Urban Geotechnical Environments presents the design and calculation of deep braced excavation in urban geotechnical environments, considering the soil characteristics of spatial variability and anisotropy, as well as excavation responses of urban adjacent utilities such as pipelines, tunnels, foundation piles, and buildings. The text begins with coverage of overall stability, earth pressure and strut force, retaining wall responses, and ground movements. Numerical modeling and computer codes are also outlined in detail. Final chapters conclude with an examination of the determination of excavation responses of urban adjacent utilities and failure analysis based on several case histories.
This book will be ideal for those that need the latest knowledge in both theory and practical application for deep excavation problems.
- Presents the latest theory and knowledge surrounding deep braced excavations
- Systematically outlines theory, field reports, calculations, and back analysis, making it much easier to master the work relevant with deep braced excavations
- Provides detailed visual elements and hyperlinks to additional images and video for case excavations to enhance understanding
Geotechnical design engineers and researchers in geotechnical engineering, geological engineering, or civil engineering. Engineers working in infrastructure sectors
- Cover image
- Title page
- Table of Contents
- Copyright
- About the authors
- Foreword
- Preface
- Chapter One. Overview
- 1.1. Geological investigation and soil tests
- 1.2. Conditions of ground and the adjacent properties
- 1.3. Design criteria
- 1.4. Types of excavation support systems
- 1.5. Auxiliary methods and protection of neighboring properties
- 1.6. Instrumentations and monitoring system
- 1.7. Book organization
- Chapter Two. Overall stability
- 2.1. Introduction
- 2.2. Types of failures for braced excavation
- 2.3. Multiple failure modes
- Chapter Three. Earth pressure and strut force
- 3.1. Introduction
- 3.2. Review of conventional earth pressure theory
- 3.3. Lateral earth pressure in deep braced excavations
- 3.4. Strut forces in braced excavation
- 3.5. Conclusions
- Chapter Four. Retaining wall responses
- 4.1. Introduction
- 4.2. Estimation methods of wall deflection
- 4.3. Bending moment on the wall
- Chapter Five. Ground movements
- 5.1. Introduction
- 5.2. Determination of the ground surface settlement
- 5.3. Influence of ground water drawdown on settlement
- 5.4. Possible damage to adjacent utilities
- Chapter Six. Numerical modeling and computer codes
- 6.1. Introduction
- 6.2. Selection of soil model
- 6.3. 2D and 3D analysis
- 6.4. Numerical procedures and result visualizations
- Chapter Seven. Ground improvement measures for braced excavation
- 7.1. Introduction
- 7.2. Effect of jet grouting slabs (2D) on braced excavations
- 7.3. Effect of jet grouting piles (3D) on braced excavations
- 7.4. Issues with regard to jet grouting
- 7.5. Introduction of cement mixing
- 7.6. Use of cement mixing for braced excavation in Guangzhou metro
- Chapter Eight. Case reports and back analysis
- 8.1. A case report of excavations in BTG residual soils, Singapore
- 8.2. Back analysis
- Chapter Nine. Characteristics of deep braced excavation in complex geological environment
- 9.1. Introduction
- 9.2. Influence of anisotropy
- 9.3. Influence of spatial variability
- 9.4. Probabilistic analysis
- 9.5. Conclusion
- Chapter Ten. Determination of excavation responses of urban adjacent utilities
- 10.1. Introduction
- 10.2. Case 1: Deformation mode of retaining wall and impact of adjacent building
- 10.3. Case 2: Responses of municipal pipeline at close range
- 10.4. Case 3: Performance of urban subway tunnels subjected to neighboring braced excavation
- Chapter Eleven. Excavation cases and failure analysis
- 11.1. Introduction
- 11.2. Nicoll highway collapse, Singapore, 2004
- 11.3. Shangcheng Road Station of Metro Line 9 Collapse, Shanghai
- 11.4. Retaining structure failure, Nanchang, 2010
- 11.5. Nanning Greenland central square foundation pit collapse, 2019
- 11.6. Shanghai Metro Line 4 seepage failure
- 11.7. Guangzhou Haizhu city square foundation pit collapse
- 11.8. Additional information for more construction details
- Chapter Twelve. Future work and research scope
- 12.1. The areas of further work and research
- 12.2. Use of ML/DL in deep excavation design
- Index
- Edition: 1
- Published: May 21, 2024
- Imprint: Elsevier
- No. of pages: 770
- Language: English
- Paperback ISBN: 9780443138829
- eBook ISBN: 9780443138836
WZ
Wengang Zhang
Prof. Wengang ZHANG is currently full professor in School of Civil Engineering, Chongqing University, China. His research interests focus on impact assessment on the built environment induced by underground construction, as well as big data and machine learning in geotechnics and geoengineering. He published more than 90 ISI papers in Web of Sciences and 27 conference papers. He is now the member of the ISSMGE TC304 (Reliability), TC309 (Machine Learning), and TC219 (System Performance of Geotechnical Structures), SRMEG, ISRM, IAEG, CISMGE . Dr Zhang has been selected as the World’s Top 2% Scientists 2020.
YZ
Yanmei Zhang
RZ
Runhong Zhang
YL
Yongqin Li
LH