| Nonlinear mechanical response of high density polyethylene. Part II: Uniaxial constitutive modeling C Zhang, ID Moore Polymer Engineering & Science 37 (2), 414-420, 1997 | 232 | 1997 |
| Nonlinear mechanical response of high density polyethylene. Part I: Experimental investigation and model evaluation C Zhang, ID Moore Polymer Engineering & Science 37 (2), 404-413, 1997 | 202 | 1997 |
| Distributed fibre optic sensing of strains on buried full-scale PVC pipelines crossing a normal fault P Ni, ID Moore, WA Take Géotechnique 68 (1), 1-17, 2018 | 167 | 2018 |
| Response of pipelines of differing flexural stiffness to normal faulting M Saiyar, P Ni, WA Take, ID Moore Géotechnique 66 (4), 275-286, 2016 | 157 | 2016 |
| Elastic buckling of buried flexible tubes—a review of theory and experiment ID Moore Journal of geotechnical engineering 115 (3), 340-358, 1989 | 139 | 1989 |
| Finite element modeling of lateral pipeline–soil interactions in dense sand K Roy, B Hawlader, S Kenny, I Moore Canadian Geotechnical Journal 53 (3), 490-504, 2015 | 123 | 2015 |
| The design of a laboratory facility for evaluating the structural response of small-diameter buried pipes RWI Brachman, ID Moore, RK Rowe Canadian Geotechnical Journal 37 (2), 281-295, 2000 | 121 | 2000 |
| Numerical modeling of normal fault-pipeline interaction and comparison with centrifuge tests P Ni, ID Moore, WA Take Soil Dynamics and Earthquake Engineering 105, 127-138, 2018 | 109 | 2018 |
| State-of-the-art review of water pipe failure prediction models and applicability to large-diameter mains D Wilson, Y Filion, I Moore Urban Water Journal 14 (2), 173-184, 2017 | 108 | 2017 |
| Axial response of tapered piles in cohesive frictional ground JK Kodikara, ID Moore Journal of Geotechnical Engineering 119 (4), 675-693, 1993 | 108 | 1993 |
| Buried pipes and culverts ID Moore Geotechnical and geoenvironmental handbook, 541-568, 2001 | 105* | 2001 |
| Geomembrane strain observed in large-scale testing of protection layers AR Tognon, RK Rowe, ID Moore Journal of Geotechnical and Geoenvironmental Engineering 126 (12), 1194-1208, 2000 | 97 | 2000 |
| Stability of loosely fitted liners used to rehabilitate rigid pipes K El-Sawy, ID Moore Journal of Structural Engineering 124 (11), 1350-1357, 1998 | 95 | 1998 |
| Study of non-uniform bedding due to voids under jointed PVC water distribution pipes M Balkaya, ID Moore, A Sağlamer Geotextiles and Geomembranes 34, 39-50, 2012 | 80 | 2012 |
| Metal culvert response to earth loading: performance of two-dimensional analysis B Taleb, ID Moore Transportation Research Record 1656 (1), 25-36, 1999 | 80 | 1999 |
| Three-dimensional analysis of flexible circular culverts ID Moore, RW Brachman Journal of Geotechnical Engineering 120 (10), 1829-1844, 1994 | 80 | 1994 |
| Distributed sensing of circumferential strain using fiber optics during full-scale buried pipe experiments B Simpson, NA Hoult, ID Moore Journal of Pipeline Systems Engineering and Practice 6 (4), 04015002, 2015 | 79 | 2015 |
| Drilling fluid considerations in design of engineered horizontal directional drilling installations ME Baumert, EN Allouche, ID Moore International Journal of Geomechanics 5 (4), 339-349, 2005 | 75 | 2005 |
| Two-dimensional analyses of thermoplastic culvert deformations and strains AS Dhar, ID Moore, TJ McGrath Journal of geotechnical and geoenvironmental engineering 130 (2), 199-208, 2004 | 74 | 2004 |
| Performance of deteriorated corrugated steel culverts rehabilitated with sprayed-on cementitious liners subjected to surface loads DB García, ID Moore Tunnelling and Underground Space Technology 47, 222-232, 2015 | 73 | 2015 |
Neil HoultProfessor, Department of Civil Engineering, Queen's UniversityOverená e-mailová adresa na: queensu.ca