1 |
Cheng, C.Y., Dasari, G.R., Chow, Y.K. and Leung, C.F. (2007), "Finite element analysis of tunnel-soil-pile interaction using displacement controlled model", Tunn. Undergr. Sp. Technol., 22(4), 450-466.
DOI
|
2 |
Ghasemi, S.H. and Nowak, A.S. (2017a), "Reliability index for non-normal distributions of limit state functions", Struct. Eng. Mech., 62(3), 365-372.
DOI
|
3 |
Ashour, M., Norris, G. and Pilling, P. (1999), "Lateral loading of a pile in layered soil using the strain wedge model", J. Geotech. Geoenviron. Eng., 124(4), 303-315.
DOI
|
4 |
Ashour, M., Pilling, P. and Norris, G. (2004), "Lateral behavior of pile groups in layered soils", J. Geotech. Geoenviron. Eng., 130(6), 580-592.
DOI
|
5 |
Atkinson, J.H. and Mair, R.J. (1981), "Soil mechanics aspects of soft ground tunnelling", Ground Eng., 14(5), 20-26.
|
6 |
Atkinson, J.H. and Mair, R.J. (2007), The Mechanics of Soils and Foundations, CRC Press, 404-406.
|
7 |
Broms, B. (1964), "Lateral resistance of piles in cohesionless soil", J. Soil Mech. Found. Eng., 90(3), 123-156.
|
8 |
Broms, B. (1965), "Design of laterally loaded piles", J. Soil Mech. Found. Div., 91(SM3), 79-99.
|
9 |
Chang, Y.L. (1937), "Discussion on lateral pile-loading test by Feagin", Transaction, 91, 272-278.
|
10 |
Chen, L.T., Poulos, H.G. and Loganathan, N. (1999), "Pile response caused by tunnelling", J. Geotech. Geoenviron. Eng., 125(3), 207-215.
DOI
|
11 |
Kitiyodom, P., Matsumoto, T. and Kawaguchi, K. (2005), "A simplified analysis method for piled raft foundations subjected to ground movements induced by tunnelling", J. Numer. Anal. Meth. Geomech., 29(15), 1485-1507.
DOI
|
12 |
Ghasemi, S.H. and Nowak, A.S. (2017b), "Target reliability for bridges with consideration of ultimate limit state", Eng. Struct., 152, 266-237.
DOI
|
13 |
Huang, M., Zhang, C. and Li, Z. (2009), "A simplified analysis method for the influence of tunnelling on grouped piles", Tunn. Undergr. Sp. Technol., 24(4), 410-422.
DOI
|
14 |
Kim, Y.S., Ko, H.W., Kim, J.H. and Lee, J.G. (2012), "Dynamic deformation characteristics of Joomunjin standard sand using cyclic triaxial test", J. Kor. Geotech. Soc., 28(12), 53-64.
DOI
|
15 |
Lee, C.J. and Jacobsz, S.W. (2006), "The influence of tunnelling on adjacent piled foundations", Tunn. Undergr. Sp. Technol., 21(3), 430.
DOI
|
16 |
Lee, J.H. (2014), "Model tunnel excavation using close range photogrammetric technique for tunnel roof reinforcement", M.Sc. Dissertation, Seoul National University of Science and Technology, Seoul, Korea
|
17 |
Lee, J.M. (2013), "Investigation of bored pile behavior according to interface properties", M.Sc. Dissertation Seoul National University of Science and Technology, Seoul, Korea.
|
18 |
Loganathan, N. and Poulos, H.G. (1988), "Analytical prediction for tunnelling-induced ground movement in clays", J. Geotech. Geoenviron. Eng., 124(9), 846-856.
DOI
|
19 |
Lee, S.W., Choy, C.K.M., Cheang, W.W.L., Swolfs, W. and Brinkgreve, R. (2010), "Modelling of tunnelling beneath a building supported by friction bored piles", Proceedings of the 17th Southeast Asian Geotechnical Conference, Taipei, Taiwan, May.
|
20 |
Lee, Y.J. (2004), "Tunnelling adjacent to a row of loaded piles", Ph.D. Dissertation, University of College London, London, U.K.
|
21 |
Loganathan, N., Poulos, H.G. and Xu, K.J. (2001), "Ground and pile-group responses due to tunnelling", Soil. Found., 41(1), 56-57.
|
22 |
Matlock, H. (1970), "Correlations for design of laterally loaded piles in soft clay", Proceedings of the 2nd Offshore Technology Conference, Houston, Texas, U.S.A., April.
|
23 |
Matlock, H. and Reese, L.C. (1960), "Generalized solutions for laterally loaded piles", J. Soil Mech. Found. Eng., 86(5), 63-91.
|
24 |
Nowak, A.S. and Collins, K.R. (2013), Reliability of Structures, CRC Press, New York, U.S.A.
|
25 |
PLAXIS AE (2013), Reference Manual, 1-307.
|
26 |
Poulos, H.G. (1971), "Behavior of laterally loaded piles: 1-Single piles", J. Soil Mech. Found. Div., 97(SM5), 711-731.
|
27 |
Sabatini, P.J., Pass, D.G. and Bachus, R.C. (1999), Geotechnical Engineering Circular No. 4, Ground Anchor and Anchored Systems, No. FHWA-IF-99-015, Federal Highway Administration, B1-B8, Washington, D.C., U.S.A.
|
28 |
Selemetas, D. (2005), "The response of full-scale piles and piled structures to tunnelling", Ph.D. Dissertation, University of Cambridge, Cambridge, United Kingdom.
|