3.8 Proceedings Paper

Field Determination of Surrounding Rock Strength under TBM Construction in Zhongtianshan Tunnel

Journal

AUTOMATION EQUIPMENT AND SYSTEMS, PTS 1-4
Volume 468-471, Issue -, Pages 1771-1774

Publisher

TRANS TECH PUBLICATIONS LTD
DOI: 10.4028/www.scientific.net/AMR.468-471.1771

Keywords

TBM construction; rock strength; point load strength; uniaxial compressive strength

Ask authors/readers for more resources

Rock strength is a key factor in the tunneling efficiency of TBM construction. An issue needing special attention on the work site is how to determine rapidly and accurately the strength of the surrounding rock which makes a crucial reference for the choice of TBM tunneling parameters and corresponding support measures. In the study conducted on the TBM construction site of Zhongtianshan Tunnel, point load test (PLT) of rocks is adopted to measure the rock strength and the data is compared with those of the uniaxial compressive strength (UCS). Finally, the correlation between the two is revealed through regression analysis method.

Authors

I am an author on this paper
Click your name to claim this paper and add it to your profile.

Reviews

Primary Rating

3.8
Not enough ratings

Secondary Ratings

Novelty
-
Significance
-
Scientific rigor
-
Rate this paper

Recommended

No Data Available
No Data Available