Prediction of ground surface displacement caused by grouting
Author:
Publisher
Springer Science and Business Media LLC
Subject
Metals and Alloys,General Engineering
Link
http://link.springer.com/content/pdf/10.1007/s11771-015-2896-9.pdf
Reference24 articles.
1. AHN S Y, AHN K C, KANG S G. A study on the grouting design method in tunnel under ground water [J]. Tunnelling and Underground Space Technology, 2006, 21(2/3): 21–22.
2. SHIN Y J, SONG K I, LEE I M, CHO G C. Interaction between tunnel supports and ground convergence—Consideration of seepage forces [J]. International Journal of Rock Mechanics and Mining Sciences, 2011, 48(3): 394–405.
3. ERIKSSON M, STILLE H, ANDERSSON J. Numerical calculations for prediction of grout spread with account for filtration and varying aperture [J]. Tunnelling and Underground Space Technology, 2000, 15(4): 353–364.
4. MAGNUS E, MARTINA F, CHRISTOPH V. Variations in the rheology and penetrability of cement-based grouts—An experimental study [J]. Cement and Concrete Research, 2004, 34(7): 1111–1119.
5. YANG X L, QIN C B. Upper bound limit analysis of roof collapse in shallow tunnels with arbitrary cross sections under condition of seepage force [J]. Journal of Central South University, 2014, 21(11): 4338–4343.
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