Land subsidence induced by the engineering-environmental effect / Zhen-Dong Cui.
Cui, Zhen-Dong, author.
2018
QE600.2
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Title Land subsidence induced by the engineering-environmental effect / Zhen-Dong Cui.
Author Cui, Zhen-Dong, author.
ISBN 9789811080401 (electronic book)
9811080402 (electronic book)
9789811080395
DOI https://doi.org/10.1007/978-981-10-8040-1
Published Singapore : Springer, 2018.
Language English
Description 1 online resource (xxii, 234 pages) : illustrations
Item Number 10.1007/978-981-10-8040-1 doi
Call Number QE600.2
Dewey Decimal Classification 551.3/07
Summary This book brings forward the concept of the geology-environmental capacity of ground buildings. It quantifies the geology-environmental capacity of ground buildings by analyzing the main factors of land subsidence and setting up the evaluation system. The geological environmental capacity of ground buildings is mainly controlled by the land subsidence and the output is the floor area ratio. According to the different geology structures and the different requirements of subsidence control in the soft soil areas in Shanghai, the evaluation system of the floor area ratio is built up by the adaptive neuro-fuzzy inference system (ANFIS) and the floor area ratios of four typical regions (Lujiazui, Xujiahui, Zhongyuan and Changqiao) are obtained by the ANFIS to offer references for urban planning. By taking the typical soft soil areas in Shanghai as case studies, this book will provide valuable insights to professors and graduate students in the field of Geotechnical Engineering, Civil Engineering, Engineering Geology and Environmental Geology.
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Digital File Characteristics text file PDF
Available in Other Form Print version: 9789811080395
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Introduction
Theoretical Analysis of Land Subsidence Caused by Engineering-Environmental Effect
In-Site Monitoring Land Subsidence
Centrifuge Modeling of Land Subsidence Caused by High-Rise Building Group
Microstructures of Different Soil Layers Before and After Centrifuge Modeling of Land Subsidence Caused by High-Rise Building Group
Microstructures of the Soil Layer at Different Depths in the Centrifuge Modeling of Land Subsidence Caused by the Interaction of Two High-Rise Buildings
Physical Model Test of Layered Soil Subsidence Considering Dual Effects of Building Load and Groundwater Withdrawal
Floor Area Ratio ANFIS Model Affected by Causes of Land Subsidence
Conclusions and Prospects.

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