A New Advance Classification Method for Surrounding Rock in Tunnels Based on the Set-Pair Analysis and Tunnel Seismic Prediction System

An advance optimized classification method is proposed to accurately predict the surrounding rock classification based on set pair analysis (SPA) and tunnel seismic prediction (TSP). Several factors that greatly affect rock mass classification are selected as evaluation indices of SPA based on analy...

Full description

Saved in:
Bibliographic Details
Published in:Geotechnical and geological engineering 2018-08, Vol.36 (4), p.2403-2413
Main Authors: Bu, Lin, Li, Shu-cai, Shi, Shao-shuai, Xie, Xiao-kun, Li, Li-ping, Zhou, Zong-qing, Wen, Zhi-jie
Format: Article
Language:English
Subjects:
Analysis
Civil Engineering
Classification
Earth and Environmental Science
Earth Sciences
Entropy
Evaluation
Geotechnical Engineering & Applied Earth Sciences
Hydrogeology
Original Paper
Rock mass rating
Rocks
Seismic analysis
Seismic engineering
Seismic response
Seismic waves
Statistical analysis
Statistical methods
Terrestrial Pollution
Tunnel construction
Tunnels
Waste Management/Waste Technology
Citations: Items that this one cites
Items that cite this one
Online Access:Get full text
Tags: Add Tag
No Tags, Be the first to tag this record!
Description
Summary:An advance optimized classification method is proposed to accurately predict the surrounding rock classification based on set pair analysis (SPA) and tunnel seismic prediction (TSP). Several factors that greatly affect rock mass classification are selected as evaluation indices of SPA based on analysis of TSP data. Evaluation indices are divided into five grades according to its response characteristics of seismic wave field, and their membership functions are proposed by using frequency statistical method. Entropy weight method is adopted to determine the weights of evaluation indices, and a SPA model is established for optimized classification of surrounding rock. Engineering application of Shimenya Tunnel of Yi-Ba Highway is taken as a case study, and proved that the evaluation indices are easy to obtain and the evaluation results are accurate and reliable. The SPA–TSP method can be further used for other tunnel engineering.
ISSN:0960-3182
1573-1529
DOI:10.1007/s10706-018-0471-5