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Experimental Study on Structural Form and Excavation Model of Urban Metro Cross Transfer Station with Super Large Cross Section and Shallow Excavation
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Outgoing claims: the papers this work cites, builds on, or argues with.
inferredcites →https://doi.org/10.1007/s00603-018-1605-zopenalex-snapshot
Excavation Optimization and Stability Analysis for Large Underground Caverns Under High Geostress: A Case Study of the Chinese Laxiwa Project
inferredcites →https://doi.org/10.1007/s12205-019-2406-yopenalex-snapshot
Prediction of Surface Settlement with Ultra-shallow-burial and Large Rectangular Cross-section Urban Underpass
inferredcites →https://doi.org/10.1016/j.sandf.2014.04.003openalex-snapshot
Building response to tunnelling
inferredcites →https://doi.org/10.1016/j.soildyn.2018.05.027openalex-snapshot
Seismic damage assessment and mechanism analysis of underground powerhouse of the Yingxiuwan Hydropower Station under the Wenchuan earthquake
inferredcites →https://doi.org/10.1016/j.tust.2008.05.006openalex-snapshot
Effects of rock pillar width on the excavation behavior of parallel tunnels
inferredcites →https://doi.org/10.1016/j.tust.2009.08.004openalex-snapshot
Study on the effect of a new construction method for a large span metro underground station in Tabriz-Iran
inferredcites →https://doi.org/10.1016/j.tust.2011.06.007openalex-snapshot
Numerical modeling of ground settlement control of large span underground metro station in Tehran Metro using Central Beam Column (CBC) structure
inferredcites →https://doi.org/10.1016/j.tust.2011.08.005openalex-snapshot
Response of a double-decked metro tunnel to shield driving of twin closely under-crossing tunnels
inferredcites →https://doi.org/10.1016/j.tust.2015.05.007openalex-snapshot
Excavation-induced relaxation effects and hydraulic conductivity variations in the surrounding rocks of a large-scale underground powerhouse cavern system
inferredcites →https://doi.org/10.1016/j.tust.2015.11.012openalex-snapshot
Urban underground space: Solving the problems of today’s cities
inferredcites →https://doi.org/10.1016/j.tust.2019.03.014openalex-snapshot
Numerical study on the response of ground movements to construction activities of a metro station using the pile-beam-arch method
inferredcites →https://doi.org/10.1016/j.tust.2019.103129openalex-snapshot
Secondary utilizations and perspectives of mined underground space
inferredcites →https://doi.org/10.1016/s0886-7798(98)00063-7openalex-snapshot
Study of ground-tunnel interactions of four shield tunnels driven in close proximity, in relation to design and construction of parallel shield tunnels
inferredcites →https://doi.org/10.1061/(asce)gm.1943-5622.0001575openalex-snapshot
New Method for Characterizing the Shear Damage of Natural Rock Joint Based on 3D Engraving and 3D Scanning
inferredcites →https://doi.org/10.1520/gtj20170243openalex-snapshot
Model Test Study on Spatial Deformation Law of Surrounding Rock for Super-Large Section and Shallow Buried Tunnels
inferredcites →https://doi.org/10.1680/geng.2009.163.3.109openalex-snapshot
Risk analysis for tunnelling ground movement assessments
What points at this work
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inferred← citeshttps://doi.org/10.2139/ssrn.4656249openalex-extracted
Stress Redistribution in Supported Tunnels within Upper-Soft and Lower-Hard Strata During Excavation: A Physical Model Study
inferred← citeshttps://doi.org/10.1007/s12205-021-1565-9openalex-snapshot
Analytical Solution for Settlement of Homogeneous Structure where the Tunnel Passes Underneath and Its Application
inferred← citeshttps://doi.org/10.1088/1742-6596/3005/1/012019openalex-snapshot
The Study of Disk Lock Steel Tubular Scaffold Applied in the Construction of Subway Entrances
inferred← citeshttps://doi.org/10.1111/mice.12713openalex-snapshot
An efficient cutting scheme for a section view of the large‐scale infrastructure models
inferred← citeshttps://doi.org/10.1155/adce/2371680openalex-snapshot
Stability Impact Analysis of Main Construction of High‐Slope PBA Concealed Excavation Metro Station
inferred← citeshttps://doi.org/10.1371/journal.pone.0255511openalex-snapshot
Analysis for bearing performance and construction mechanical behavior of supporting structure for the large cross-section tunnel by half bench CD method
inferred← citeshttps://doi.org/10.1371/journal.pone.0325194openalex-snapshot
Elastoplastic analytical solutions for a shallow-buried circular tunnel in a semi-infinite medium
inferred← citeshttps://doi.org/10.3390/buildings13081933openalex-snapshot
Relationship between the Intermediate Soil State and Settlement Control Measures during Tunnel Construction Undercrossing the Existing Station
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