ISSN 2096-4498
CN 44-1745/U
ISSN 2096-4498
CN 44-1745/U
Application of Mechanicalcrushed Sands to Tunnel Shotcrete and Secondary Lining
Received date: 2017-05-20
Revised date: 2017-09-10
Online published: 2018-01-04
The application of mechanicalcrushed sands concrete has some disadvantages, i.e. poor gradation, large fluctuation of performance indices, high rebound rate and low strength, etc. The equipment selection of processing system of mechanicalcrushed sands and its application to shotcrete and secondary lining of GuiyangGuangzhou Highspeed Railway Tunnel are studied by indoor and field experiments. The study results show that: 1) The mechanicalcrushed sand concrete with 40% of fly ash and 0.37 of waterbinder ratio can meet the requirements of relevant standards and design. 2) The working performance of concrete can be improved by increasing the amount of fly ash and reducing the water volume and waterbinder ratio when using shotcrete. 3) Appropriately reducing slump value to ensure shotcrete effect and solid quality can be chosen when the shotcrete process is mature at the construction site. 4) The mechanicalcrushed sand should not be too clean; and the physical, mechanical and durability properties of concrete can reach peak when the content of stone powder is 8%-12%.
Key words: tunnel engineering; mechanicalcrushed sands; secondary lining
ZHANG Heng , TAN Xinrong , MA Hui , CHEN Shougen . Application of Mechanicalcrushed Sands to Tunnel Shotcrete and Secondary Lining[J]. Tunnel Construction, 2017 , 37(12) : 1536 -1543 . DOI: 10.3973/j.issn.2096-4498.2017.12.005
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