- CSCD核心中文核心科技核心
- RCCSE(A+)公路运输高质量期刊T1
- Ei CompendexScopusWJCI
- EBSCOPж(AJ)JST
收稿日期: 2019-01-17
网络出版日期: 2019-12-10
基金资助
国家重点研发计划项目(2018YFB1701404); 郑州市重大科技创新专项项目(188PCX786); 河南省重点研发与推广专项(科技攻关)项目(192102210061)
Experimental Research on Rock Breaking by Typical Disc Cutters in Bedrock Protrusion Section of Subsea Tunnel
Received date: 2019-01-17
Online published: 2019-12-10
李凤远 , 陈桥 , 冯欢欢 . 海底隧道基岩突起段地层典型滚刀破岩实验研究[J]. 隧道建设, 2019 , 39(10) : 1720 -1727 . DOI: 10.3973/j.issn.2096-4498.2019.10.020
Granite samples are collected from Shantou Bay Tunnel Project to test the CAI values and elemental compositions of the samples and to carry out disc cutter rock breaking experiment. And then comparison of rock breaking effect is made between 2 typical disc cutters(with and without inserting alloy teeth) under the same diameter of 48.26 cm(19″). Finally, the boring parameter variation of disc cutter without inserting alloy teeth under different thrusts and cutter spaces is studied. The experimental results show that: (1) The average content of Si in the granite samples is 37.35% and the CAI values is 3.56-3.91, which indicaters that the samples are highly abrasive. (2) The disc cutters without inserting alloy teeth have a higher tunneling efficiency than the ones with inserting alloy teeth. (3) The total thrust of a single disk cutter is 300 kN, and the corresponding tunneling speed is 4.1 mm/min.
Key words: subsea tunnel; beadrock protrusion; disc cutter rock breaking; experiment
/
| 〈 |
|
〉 |