Urban Underground Space Design: Structural Stability and Mechanics Analysis

doi:10.3390/books978-3-7258-4031-1

Download Url(s)

https://mdpi.com/books/pdfview/book/10921

Contributor(s)

Wu, Jun (editor)

Zhang, Hao (editor)

Zhu, Zhehao (editor)

Rui, Yi (editor)

Language

English

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Abstract

As urban landscapes become increasingly congested, the exploration and utilization of underground spaces offer transformative solutions for sustainable development. This comprehensive volume delves into the structural stability and mechanical analysis of subterranean constructions, presenting cutting-edge research and practical case studies. Key topics include advanced monitoring techniques, embankment stability over soft soils, multi-support excavation methods, and the 3D visualization of seismic data. Authored by leading experts in the field, this book serves as an essential resource for engineers, architects, and urban planners aiming to innovate beneath the surface.

URI

https://directory.doabooks.org/handle/20.500.12854/165544

Keywords

deep excavation; pipe galleries; deformation; elastic foundation; analytical solution; long duration blast loading; bilinear resistance model; P-I diagram; tunnel portal slope; displacement; prediction; multifractal detrended fluctuation analysis method; long short-term memory; pipe jacking; structural stability; buckling load; ultimate bearing capacity; slope stability; seismic displacement; limit analysis; layered slope; safety factor; sand–fine mixture; minimum void ratio; maximum void ratio; initial shear modulus; discrete element method; fine content; mean diameter ratio; unconfined compressive strength; one-part geopolymer; deep learning method; Generative Adversarial Networks; interpretable machine learning method; circular foundation pit; recyclable structure; full-scale experiment; numerical simulation; earth pressure; stability; 3D visualization; seismic tomography; WebGL technology; intelligent construction platform; IMSD method; excavation deformation; surface settlement; incremental method; deformation energy; critical filling height; embankment; soft soil; genetic algorithm; upper-bound limit analysis; concrete structure defects; multi-parameter monitoring; fiber-optic sensing technology; multi-field coupling model; concrete hydration process