基于掘进性能的TBM施工围岩综合分级方法

doi:10.13722/j.cnki.jrme.2017.1190

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Abstract

The traditional rock mass classification method focuses on the stability of surrounding rock. For TBM tunnel，the machine performance should also be considered in construction. It is necessary to establish a new method of surrounding rock classification for TBM tunnel. Based on the field data of Hanjiang to Weihe River Valley Diversion Project，the correlation among field penetration index(FPI)，geological parameters and tunneling parameters is analyzed. Then the boreability classification of rock mass is established. The main geological factors affecting the machine utilization were analyzed and the adaptability classification of TBM is also established. In order to reflect the TBM performance，the rock mass is finally classified by evaluating the advance rate，which is affected by the boreability of surrounding rock and the adaptability of TBM at the same time. Five factors，including the rock strength，rock mass integrity，groundwater state，in-situ stress state，tunnel axis and weak structure characteristics，were selected in the study and finally to establish the comprehensive classification of rock mass. The results show that the comprehensive classification of rock mass for TBM tunnel can be used to predict the TBM performance，analyze the duration and cost of project，and effectively solve the practical surrounding rock classification problem of open TBM.

Key words： tunnelling engineering tunnel boring machine(TBM) classification of rock mass boreability performance

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	Articles by authors
	XUE Yadong1
	2
	LI Xing1
	2
	DIAO Zhenxing3
	ZHAO Feng1
	2

Cite this article:

XUE Yadong1,2,LI Xing1, et al. A novel classification method of rock mass for TBM tunnel based on penetration performance[J]. , 2018, 37(S1): 3382-3391.

URL:

https://rockmech.whrsm.ac.cn/EN/10.13722/j.cnki.jrme.2017.1190 OR https://rockmech.whrsm.ac.cn/EN/Y2018/V37/IS1/3382

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