Technologies for large cross-section subsea tunnel construction using drilling and blasting method-Reference-Cited by-同舟云学术

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Technologies for large cross-section subsea tunnel construction using drilling and blasting method

Published:2023-11 Issue: Volume:141 Page:105161
ISSN:0886-7798
Container-title:Tunnelling and Underground Space Technology
language:en
Short-container-title:Tunnelling and Underground Space Technology

Author:

Sun Zhenyu,Zhang Dingli,Fang Qian

Funder

National Natural Science Foundation of China

Key Programme

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction

Reference48 articles.

1. Adverse effects of soil grouting on sandy soils;Akyol;Appl. Mech. Mater.,2015

2. Application of the convergence-confinement method to tunnels in rock masses exhibiting Hoek-Brown strain-softening behaviour;Alejano;Int. J. Rock Mech. Min. Sci.,2010

3. Factors Affecting Long-Term Efficiency of Compensation Grouting in Clays;Au;J. Geotech. Geoenvironmental Eng.,2003

4. Berggren, A.-L., 2020. The Oslofjord subsea tunnel, a case record. Gr. Freez. 2000 - Frost Action Soils p. 267–272.

5. Application of new concept waterproofing in Xiang’an undersea tunnel, China;Chen;China Ocean Eng.,2013

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1. Study on the Propagation Law and Waveform Characteristics of a Blasting Shock Wave in a Highway Tunnel with the Bench Method;Buildings;2024-09-06

2. The collapse mechanism in a subsea tunnel passing through the fault: a model test study;Environmental Earth Sciences;2024-08-27

3. Assessing and predicting surrounding rock settlement troughs in the subsea tunnel: A case study of Haicang Tunnel;Marine Georesources & Geotechnology;2024-08-05

4. Experimental study on the rheological behavior of superfine cement–sodium silicate slurry under seawater intrusion;Physics of Fluids;2024-05-01

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