Back-fill grouting quality evaluation of the shield tunnel using ground penetrating radar with bi-frequency back projection method-Reference-Cited by-同舟云学术

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Back-fill grouting quality evaluation of the shield tunnel using ground penetrating radar with bi-frequency back projection method

Published:2021-01 Issue: Volume:121 Page:103435
ISSN:0926-5805
Container-title:Automation in Construction
language:en
Short-container-title:Automation in Construction

Author:

Xie Xiongyao,Zhai Junli,Zhou Biao

Funder

National Key Research and Development Program of China

National Natural Science Foundation of China

Shanghai Science and Technology Development Fundation

Publisher

Elsevier BV

Subject

Building and Construction,Civil and Structural Engineering,Control and Systems Engineering

Reference18 articles.

1. Application of several optimization techniques for estimating TBM advance rate in granitic rocks;Armaghani;J. Rock Mech. Geotech. Eng.,2019

2. Predicted and observed settlements induced by the mechanized tunnel excavation of metro line c near s.Giovanni station in Rome;Miliziano;Tunn. Undergr. Space Technol.,2019

3. Control of settlement and volume loss induced by tunneling under recently reclaimed land, Underground Space;Kwong,2019

4. Non-destructive methods for measuring chloride ingress into concrete: State-of-the-art and future challenges;Torres-Luque;Constr. Build. Mater.,2014

5. Nural network based inspection of voids and karst conduits in hydroelectric power station tunnels using GPR;Kilic;J. Appl. Geophys.,2018

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