A multivariate adaptive regression splines model for estimation of maximum wall deflections induced by braced excavation |
Xiang, Yuzhou
(School of Civil Engineering, Chongqing University)
Goh, Anthony Teck Chee (School of Civil and Environmental Engineering, Nanyang Technological University) Zhang, Wengang (School of Civil Engineering, Chongqing University) Zhang, Runhong (School of Civil and Environmental Engineering, Nanyang Technological University) |
1 | Alpan, I. (1970), "The geotechnical properties of soils", Earth Sci. Rev., 6(1), 5-49. DOI |
2 | Attoh-Okine, N.O., Cooger, K. and Mensah, S. (2009), "Multivariate adaptive regression spline (MARS) and hinged hyper planes (HHP) for doweled pavement performance modeling", Constr. Build. Mater., 23(9), 3020-3023. DOI |
3 | Benz, T. (2007), "Small-strain stiffness of soil and its numerical consequences", Ph.D. Dissertation, University of Stuttgart, Stuttgart, Germany. |
4 | Borja, R.I., Tamagnini, C. and Amorosi, A. (1997), "Coupling plasticity and energy-conserving elasticity models for clays", J. Geotech. Geoenviron., 123(10), 948-957. DOI |
5 | Brinkgreve, R.B.J. and Vermeer, P.A. (1997), PLAXIS Finite Element Code for Soil and Rock Analysis, Balkema, Rotterdam, The Neterlands. |
6 | Brinkgreve, R.B.J., Broere, W. and Waterman, D. (2006), PLAXIS Version 8.5 Manual, Balkema, Rotterdam, The Neterlands. |
7 | Bryson, L.S. and Zapata-Medina, D.G. (2012), "Method for estimating system stiffness for excavation support walls", J. Geotech. Geoenviron., 138(9), 1104-1115. DOI |
8 | Burland, J.B. (1989), "Small is beautiful-the stiffness of soils at small strains", Can. Geotech. J., 26(4), 499-516. DOI |
9 | Clayton, C.R.I. (2011), "Stiffness at small strain: Research and practice", Geotechnique, 61(1), 5-37. DOI |
10 | Clough, G.W. and O'Rourke, T.D. (1990), Construction Induced Movements of In Situ Walls, in Design and Performance of Earth Retaining Structures, ASCE, Ithaca, New York, U.S.A., 439-470. |
11 | Finno, R.J. and Calvello, M. (2005), "Supported excavations: The observational method and inverse modeling", J. Geotech. Geoenviron. Eng., 131(7), 826-836. DOI |
12 | Finno, R.J. and Tu, X.X. (2006), "Selected topics in numerical simulation of supported excavations", Proceedings of the International Conference on Numerical Simulation of Construction Processes in Geotechnical Engineering for Urban Environment, Bochum, Germany, March. |
13 | Fok, P., Neo, B.H., Veeresh, C., Wen, D. and Goh, K.H. (2012), "Limiting values of retaining wall displacements and impact to the adjacent structures", IES J. Part A Civ. Struct. Eng., 5(3), 134-139. DOI |
14 | Friedman, J.H. (1991), "Multivariate adaptive regression splines", Ann. Stat., 19(1), 1-67. DOI |
15 | Goh, A.T.C. and Zhang, W.G. (2014), "An improvement to MLR model for predicting liquefaction-induced lateral spread using multivariate adaptive regression splines", Eng. Geol., 170, 1-10. DOI |
16 | Goh, A.T.C., Zhang, Fan., Zhang, W.G., Zhang, Y.M. and Liu, H.L. (2017), "A simple estimation model for 3D braced excavation wall deflection", Comput. Geotech., 83, 106-113. DOI |
17 | Goh, A.T.C., Zhang, W.G., Zhang, Y.M., Xiao, Y. and Xiang, Y.Z. (2016), "Determination of EPB tunnel-related maximum surface settlement: A Multivariate adaptive regression splines approach" Bull. Eng. Geol. Environ., 1-12. |
18 | Hashash, Y.M.A. and Whittle, A.J. (1996), "Ground movement prediction for deep excavations in soft clay", J. Geotech. Geoenviron. Eng., 122(6), 474-486. DOI |
19 | Hastie, T., Tibshirani, R. and Friedman, J. (2009), The Elements of Statistical Learning: Data Mining, Inference and Prediction, Springer. |
20 | Hsieh, P.G. and Ou, C.Y. (2016), "Simplified approach to estimate the maximum wall deflection for deep excavations with cross walls in clay under the undrained condition" Acta Geotech., 11(1),177-189. DOI |
21 | Hsieh, P.G., Chien, S.C. and Ou, C.Y. (2012), "A simplified evaluation method for maximum wall deflection induced by deep excavation in clay", Chin. J. Rock Mech. Eng., 31(11), 2285-2290. |
22 | Hsieh, Y.M., Dang, P. H., and Lin, H. D. (2016), "How small strain stiffness and yield surface affect undrained excavation predictions", J. Geomech., 17(3), 04016071. |
23 | Hsiung, B.C.B., Yang, K.H., Aila, W. and Hung, C. (2016), "Three dimensional effects of a deep excavation on wall deflections in loose to medium dense sands", Comput. Geotech., 80, 138-151. DOI |
24 | Jardine, R.J., Potts, D.M., Fourie, A.B. and Burland, J.B. (1986), "Studies of the influence of non-linear stress-strain characteristics in soil-structure interaction", Geotechnique, 36(3), 377-396. DOI |
25 |
Jekabsons, G. (2010), VariReg: A Software Tool for Regression Modeling Using Various Modeling Methods, Riga Technical University, |
26 | Jen, L.C. (1998), "The design and performance of deep excavation in clay", Ph.D. Dissertation, Massachusetts Institute of Technology, Cambridge, Massachusetts, U.S.A. |
27 | Khoshnevisan, S., Juang, H., Zhou, Y.G. and Gong, W. (2015), "Probabilistic assessment of liquefaction-induced lateral spreads using CPT-Focusing on the 2010-2011 Canterbury earthquake sequence", Eng. Geol., 192, 113-128 DOI |
28 | Kung, G.T.C., Hsiao, E.C.L. and Juang, C.H. (2007b), "Evaluation of a simplified small-strain soil model for analysis of excavation-induced movements", Can. Geotech. J., 44(6), 726-736. DOI |
29 | Koutsoftas, D.C. (2012), "State of practice: Excavations in soft soils", Proceedings of the Geocongress 2012: State of the Art and Practice in Geotechnical Engineering, Oakland, California, March. |
30 | Kung, G.T.C. (2003), "Surface settlement induced by excavation with consideration of small-strain behavior of Taipei silty clay", Ph.D. Dissertation, National University of Science and Technology, Taipei, Taiwan. |
31 | Kung, G.T.C., Juang, C.H., Hsiao, E.C.L. and Hashash, Y.M.A. (2007a), "Simplified model for wall deflection and groundsurface settlement caused by braced excavation in clays", J. Geotech. Geoenviron. Eng., 133(6), 731-747. DOI |
32 | Kung, G.T.C., Ou, C.Y. and Juang, C.H. (2009), "Modeling smallstrain behavior of Taipei clays for finite element analysis of braced excavations", Comput. Geotech., 36(1), 304-319. DOI |
33 | Lam, S.S.Y. (2010), "Ground movements due to excavation in clay: Physical and analytical models", Ph.D. Dissertation, University of Cambridge, Cambridge, U.K. |
34 | Lashkari, A. (2012), "Prediction of the shaft resistance of nondisplacement piles in sand", J. Numer. Anal. Met., 37(8), 904-931. |
35 | Lashkari, A. and Mahboubi, M. (2015), "Use of hyper-elasticity in anisotropic clay plasticity models", Sci. Iran., 22(5), 1643-1660. |
36 | Long, M. (2001), "Database for retaining wall and ground movements due to deep excavations", J. Geotech. Geoenviron. Eng., 127(3), 203-224. DOI |
37 | Mana, A.I. and Clough, G.W. (1981), "Prediction of movement for braced cuts in clay", J. Geotech. Geoenviron. Eng., 107(6), 759-777. |
38 | Poh, T.Y., Wong, I.H. and Chandrasekaran, B. (1997), "Performance of two propped diaphragm walls in stiff residual soils", J. Perform. Construct. Fac., 11(4), 190-199. DOI |
39 | Moormann, C. (2004), "Analysis of wall and ground movements due to deep excavations in soft soil based on a new worldwide database", Soil. Found., 44(1), 87-98. DOI |
40 | Osman, A.S. and Bolton, M.D. (2006), "Ground movement predictions for braced excavations in undrained clay", J. Geotech. Geoenviron. Eng., 132(4), 465-477. DOI |
41 | Rampello, S., Viggiani, G.M.B. and Amorosi, A. (1997), "Smallstrain stiffness of reconstituted clay compressed along constant triaxial effective stress ratio paths", Geotechnique, 47(3), 475-489. DOI |
42 | Samui, P. and Karup, P. (2011), "Multivariate adaptive regression spline and least square support vector machine for prediction of undrained shear strength of clay", J. Appl. Math. Comput., 3(2), 33-42. |
43 | Schanz, T., Vermeer, P.A. and Bonnier, P.G. (1999), The Hardening Soil Model-Formulation and Verification, in Beyond 2000 in Computational Geotechnics, Balkema, Amsterdam, The Netherlands. |
44 | Son, M. and Cording, E.J. (2005), "Estimation of building damage due to excavation-induced ground movements", J. Geotech. Geoenviron. Eng., 131(2), 162-177. DOI |
45 | Ukritchon, B., Whittle, A.J. and Sloan, S.W. (2003), "Undrained stability of braced excavations in clay", J. Geotech. Geoenviron. Eng., 129(8), 738-755. DOI |
46 | Vucetic, M. and Dobry, R. (1991), "Effect of soil plasticity on cyclic response", J. Geotech., Eng., 117(1), 89-107. DOI |
47 | Wang, J.H., Xu, Z.H. and Wang, W.D. (2010), "Wall and ground movement due to deep excavations in Shanghai soft soils", J. Geotech. Geoenviron. Eng., 136(7), 985-994. DOI |
48 | Wroth, C.P. and Houlsby, G.T. (1985), "Soil mechanics-property characterization and analysis procedures", Proceedings of the 11th International Conference on Soil Mechanics and Foundations Engineering, San Francisco, California, U.S.A., August. |
49 | Whittle, A.J. Corral, G., Jen, L.C. and Rawnsley, R.P. (2014), "Prediction and performance of deep excavations for courthouse station, Boston", J. Geotech. Geoenviron. Eng., 141(4), 04014123. |
50 | Wong, K.S. and Broms, B.B. (1989), "Lateral wall deflections of braced excavation in clay", J. Geotech. Eng., 115(6), 853-870. DOI |
51 | Xuan, F. (2009), "Behaviour of diaphragm walls in clays and reliability analysis", M.Sc. Dissertation, Nanyang Technological University, Nanyang, Singapore. |
52 | Yoo, C.S. and Kim, Y.J. (1999), "Measured behaviour of in situ walls in Korea", Proceedings of the 5th International Symposium on Field Measurements in Geomechancis, Balkema, Amsterdam, The Netherlands. |
53 | Zarnani, S., El-Emam, M. and Bathurst, R.J. (2011), "Comparison of numerical and analytical solutions for reinforced soil wall shaking table tests", Geomech. Eng., 3(4), 291-321. DOI |
54 | Zhang, W.G. and Goh, A.T.C. (2013), "Multivariate adaptive regression splines for analysis of geotechnical engineering systems", Comput. Geotech., 48, 82-95. DOI |
55 | Zhang, W.G. and Goh, A.T.C. (2016), "General behavior of braced excavation in Bukit Timah Granite residual soils: A case study", J. Geoeng. Case Histor., 3(3), 190-202. |
56 | Zhang, W.G., Goh, A.T.C. and Xuan, F. (2015), "A simple prediction model for wall deflection caused by braced excavation in clays", Comput. Geotech., 63, 67-72. DOI |
57 | Adoko, A.C., Jiao, Y.Y., Wu, L., Wang, H. and Wang, Z.H. (2013), "Predicting tunnel convergence using multivariate adaptive regression spline and artificial neural network", Tunn. Undergr. Sp. Tech., 38(3), 368-376. DOI |
58 | Zhang, W.G., Goh, A.T.C., Zhang, Y.M., Chen, Y.M. and Xiao, Y. (2015), "Assessment of soil liquefaction based on capacity energy concept and multivariate adaptive regression splines", Eng. Geol., 188, 29-37. DOI |
59 | Zhang, W.G., Zhang, Y.M. and Goh, A.T.C. (2017), "Multivariate adaptive regression splines for inverse analysis of soil and wall properties in braced excavation", Tunn. Undergr. Sp. Tech., 64, 24-33. DOI |
60 | Addenbrooke, T.I., Potts, D.M. and Dabee, B. (2000), "Displacement flexibility number for multiple retaining wall design", J. Geotech. Geoenviron. Eng., 126(8), 718-726. DOI |
61 | Alavi, A.H., Ameri, M., Gandomi, A.H. and Mirzahosseini, M.R. (2011), "Formulation of flow number of asphalt mixes using a hybrid computational method", Constr. Build. Mater., 25(3), 1338-1355. DOI |