Nothing Special   »   [go: up one dir, main page]

Huang et al., 2018 - Google Patents

Mechanical behaviour of segmental lining of a sub-rectangular shield tunnel under self-weight

Huang et al., 2018

Document ID
8342512889816700370
Author
Huang X
Zhu Y
Zhang Z
Zhu Y
Wang S
Zhuang Q
Publication year
Publication venue
Tunnelling and Underground Space Technology

External Links

Snippet

In this paper, a novel loading setup was developed for performing full-scale loading tests on 'standing'segmental lining of a sub-rectangular shield tunnel, which for the first time allows the mechanical behaviour of segmental lining subject to self-weight to be assessed in a full …
Continue reading at www.sciencedirect.com (other versions)

Similar Documents

Publication Publication Date Title
Huang et al. Mechanical behaviour of segmental lining of a sub-rectangular shield tunnel under self-weight
Liu et al. Investigation of the structural effect induced by stagger joints in segmental tunnel linings: First results from full-scale ring tests
Liu et al. Investigation of the structural effect induced by stagger joints in segmental tunnel linings: Direct insight from mechanical behaviors of longitudinal and circumferential joints
Franza et al. Centrifuge modeling study of the response of piled structures to tunneling
Wu et al. Seismic response of subway station in soft soil: Shaking table testing versus numerical analysis
Zhang et al. ‘Standing’full-scale loading tests on the mechanical behavior of a special-shape shield lining under shallowly-buried conditions
Marshall et al. Tunneling beneath driven or jacked end-bearing piles in sand
Huang et al. Exploring the three-dimensional response of a water storage and sewage tunnel based on full-scale loading tests
Zhang et al. Shaking table tests on the intersection of cross passage and twin tunnels
Rofooei et al. Full-scale laboratory testing of buried pipelines subjected to permanent ground displacement caused by reverse faulting
Zhang et al. Full-scale experimental study on failure characteristics of the key segment in shield tunnel with super-large cross-section
Zhang et al. Experimental study on mechanical behavior of the skew joints of shield tunnels under large eccentric compressive loading
Yu et al. Seismic mitigation for immersion joints: Design and validation
Lu et al. Full-ring experimental study of the lining structure of Shanghai Changjiang tunnel
Zhou et al. Full-scale experiment for segmental linings of deep-buried shield tunnels bearing high inner water pressure: Comparison of mechanical behaviors of continuous-and stagger-jointed structures
Zhu et al. Exploring the progressive failure characteristics of a large special-shaped shield tunnel lining based on ‘standing’prototype loading tests
Qiu et al. Experimental investigation and mechanical model for assembled joints of prefabricated two-wall-in-one diaphragm walls
Liu et al. Numerical investigation of the mechanical behavior of deformed segmental tunnel linings, strengthened by epoxy-bonded filament wound profiles
Song et al. Centrifuge study on the influence of tunnel excavation on piles in sand
Song et al. Tunnel–piled structure interaction: Numerical simulation of hybrid centrifuge tests
Qiu et al. Experimental study and resilience modeling for prefabricated hollow diaphragm walls of full-assembled underground stations under urban multi-disturbance conditions
Zhang et al. Numerical analysis of tunnel segments strengthened by steel–concrete composites
Theodossopoulos et al. Assessment of the structural response of masonry cross vaults
Lin et al. A Novel Back‐Analysis Approach for the External Loads on Shield Tunnel Lining in Service Based on Monitored Deformation
Zhang et al. Experimental study on the mechanical properties of longitudinal joints of shield tunnels under large deformation conditions