Numerical analysis of the impact of drill-and-blast tunneling on an overlying landfill
Author:
Funder
Science and Technology Commission of Shanghai Municipality
Shanghai Rising-Star Program
National Natural Science Foundation of China
Publisher
Elsevier BV
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1. Response of existing lining subjected to closed blasting in zero-spacing twin tunnels and its damping measures;Engineering Failure Analysis;2024-12
2. Fully coupled hydromechanical study of tunnel excavation considering leachate leakage from a high water-level landfill;Computers and Geotechnics;2024-11
3. Numerical Simulation and Field Monitoring of Blasting Vibration for Tunnel In-Situ Expansion by a Non-Cut Blast Scheme;Sensors;2024-07-13
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