A LFPP-FAHP based evaluation model of blasting scheme for tunnel undercrossing existing buildings-Reference-Cited by-同舟云学术

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A LFPP-FAHP based evaluation model of blasting scheme for tunnel undercrossing existing buildings

Published:2024-11 Issue: Volume:153 Page:105937
ISSN:0886-7798
Container-title:Tunnelling and Underground Space Technology
language:en
Short-container-title:Tunnelling and Underground Space Technology

Author:

Zhang Yuwei^ORCID,Zhang Yiduo,Song Zhanping^ORCID,Pan Hongwei

Publisher

Elsevier BV

Reference37 articles.

1. Modelling the source of blasting for the numerical simulation of blast-induced ground vibrations: a review;Ainalis;Rock Mech. Rock Eng.,2017

2. A study on cut blasting with large diameter charges in hard rock roadways;Cheng;Adv. Civ. Eng.,2020

3. Influence of blasting vibrations generated by tunnel construction on an existing road;Deng;Int. J. Civ. Eng.,2020

4. Prediction of ground vibration due to quarry blasting based on gene expression programming: a new model for peak particle velocity prediction;Faradonbeh;Int. J. Environ. Sci. Te.,2016

5. Risk assessment of shield tunneling crossing building based on variable weight theory and cloud model;Guo;Tunn. Undergr. Sp. Tech.,2024

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