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Titlebook: Design of Deep Braced Excavation and Earth Retaining Systems Under Complex Built Environment; Theories and Case St Wengang Zhang,Hanlong Li

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发表于 2025-3-21 17:46:14 | 显示全部楼层 |阅读模式
书目名称Design of Deep Braced Excavation and Earth Retaining Systems Under Complex Built Environment
副标题Theories and Case St
编辑Wengang Zhang,Hanlong Liu
视频video
概述Presents excavation failure case studies and analysis.Introduces applicable design theories and principles.Summarizes the engineering excavation failures throughout the world
图书封面Titlebook: Design of Deep Braced Excavation and Earth Retaining Systems Under Complex Built Environment; Theories and Case St Wengang Zhang,Hanlong Li
描述This book presents basic design theories and principles and provides detailed analysis for excavation failure cases based on the author‘s research experience, aiming to provide a comprehensive picture of the subject matter. It focuses on the basal heave stability analysis, the apparent earth pressure as well as the strut force determination, the retaining wall deflection, the ground settlement, the protection measures such as jet grouting slabs or piles, case reports, back analysis methodology. From the very basic to the most advanced, it tries to attain theoretical rigorousness and consistency. On the other hand, this book also tries to cope with design practice, implemented by the recent publications from the authors. Students, researchers, and design engineers working in the field of civil engineering could benefit from this book.
出版日期Book 2022
关键词Deep Braced Excavations; Earth Retaining Systems; Numerical Analysis; Soil Constitutive Models; Excavati
版次1
doihttps://doi.org/10.1007/978-981-16-5320-9
isbn_softcover978-981-16-5322-3
isbn_ebook978-981-16-5320-9
copyrightScience Press 2022
The information of publication is updating

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Freiwilliges Engagement in Deutschlandteraction topic. Soil is a nonlinear, inelastic, and anisotropic material. Its behavior is normally affected by water contents, stress history, etc. Some types of soils have the characteristics of consolidation and creep, for which the performances are greatly influenced by the tempo and spatial factors.
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Bürgerplattform Stark! im Kölner Nordenbove the final excavation level, the lateral struts/props can be used to control and restrain the wall deflection and ground movement. However, for deep excavations in soft clay, due to the lack of restraint of the wall below the final excavation level, the maximum wall deflection generally occurs below the final excavation level.
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Theoretisch-konzeptioneller Bezugsrahmen,nearby. Consequently, in Singapore, for deep excavation projects, stiff diaphragm walls and bored pile walls with multiple strut levels are commonly used to minimize lateral wall movement and ground settlement, even in fairly stiff residual soil deposits.
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