Tunnels in sands: the effect of size, depth and volume loss on greenfield displacements AM Marshall, R Farrell, A Klar, R MAIR Geotechnique 62 (5), 385-399, 2012 | 263 | 2012 |
Tunneling beneath buried pipes: view of soil strain and its effect on pipeline behavior AM Marshall, A Klar, RJ Mair Journal of geotechnical and geoenvironmental engineering 136 (12), 1664-1672, 2010 | 167 | 2010 |
Tunneling effects on jointed pipelines A Klar, AM Marshall, K Soga, RJ Mair Canadian Geotechnical Journal 45 (1), 131-139, 2008 | 137 | 2008 |
A simplified elastic analysis of tunnel-piled structure interaction A Franza, AM Marshall, T Haji, AO Abdelatif, S Carbonari, M Morici Tunnelling and Underground Space Technology 61, 104-121, 2017 | 124 | 2017 |
Tunnelling in sand and its effect on pipelines and piles AM Marshall London: University of Cambridge, 2009 | 119 | 2009 |
Tunneling beneath driven or jacked end-bearing piles in sand AM Marshall, RJ Mair Canadian Geotechnical Journal 48 (12), 1757-1771, 2011 | 110 | 2011 |
Greenfield tunnelling in sands: the effects of soil density and relative depth A Franza, AM Marshall, B Zhou Géotechnique 69 (4), 297-307, 2019 | 104 | 2019 |
An analytical study of tunnel–pile interaction AM Marshall, T Haji Tunnelling and Underground Space Technology 45, 43-51, 2015 | 104 | 2015 |
Tunnel‐Pile Interaction Analysis Using Cavity Expansion Methods AM Marshall Journal of Geotechnical and Geoenvironmental Engineering 138 (10), 1237-1246, 2012 | 92 | 2012 |
Shell versus beam representation of pipes in the evaluation of tunneling effects on pipelines A Klar, AM Marshall Tunnelling and Underground Space Technology 23 (4), 431-437, 2008 | 92 | 2008 |
Performance-based seismic design of flexible-base multi-storey buildings considering soil–structure interaction Y Lu, I Hajirasouliha, AM Marshall Engineering Structures 108, 90-103, 2016 | 88 | 2016 |
Interpretation of cone penetration test data in layered soils using cavity expansion analysis PQ Mo, AM Marshall, HS Yu Journal of Geotechnical and Geoenvironmental Engineering 143 (1), 04016084, 2017 | 78 | 2017 |
Centrifuge modeling study of the response of piled structures to tunneling A Franza, AM Marshall Journal of Geotechnical and Geoenvironmental Engineering 144 (2), 04017109, 2018 | 59 | 2018 |
Design oriented linear-equivalent approach for evaluating the effect of tunneling on pipelines A Klar, I Elkayam, AM Marshall Journal of Geotechnical and Geoenvironmental Engineering 142 (1), 04015062, 2016 | 56 | 2016 |
Empirical and semi-analytical methods for evaluating tunnelling-induced ground movements in sands A Franza, AM Marshall Tunnelling and Underground Space Technology 88, 47-62, 2019 | 55 | 2019 |
Centrifuge modelling of cone penetration tests in layered soils PQ Mo, AM Marshall, HS Yu Géotechnique 65 (6), 468-481, 2015 | 55 | 2015 |
Centrifuge and numerical modelling of ground-borne vibration from an underground tunnel W Yang, MFM Hussein, AM Marshall Soil Dynamics and Earthquake Engineering 51, 23-34, 2013 | 51 | 2013 |
Linear elastic tunnel pipeline interaction: the existence and consequence of volume loss equality A Klar, AM Marshall Géotechnique 65 (9), 788-792, 2015 | 49 | 2015 |
A general framework for coupled hydro-mechanical modelling of rainfall-induced instability in unsaturated slopes with multivariate random fields MS Masoudian, MAH Afrapoli, A Tasalloti, AM Marshall Computers and Geotechnics 115, 103162, 2019 | 48 | 2019 |
Centrifuge and Real-Time Hybrid Testing of Tunneling beneath Piles and Piled Buildings A Franza, AM Marshall Journal of Geotechnical and Geoenvironmental Engineering 145 (3), 04018110, 2019 | 47 | 2019 |