Laboratory tests on soil conditioning of clayey soil D Peila, A Picchio, D Martinelli, ED Negro Acta Geotechnica 11 (5), 1061-1074, 2016 | 92 | 2016 |
Feasibility study of tar sands conditioning for earth pressure balance tunnelling D Martinelli, D Peila, E Campa Journal of Rock Mechanics and Geotechnical Engineering 7 (6), 684-690, 2015 | 45 | 2015 |
Soil conditioning in EPB shield tunnelling–An overview of laboratory tests D Peila, D Martinelli, C Todaro, A Luciani Geomechanics and Tunnelling 12 (5), 491-498, 2019 | 35 | 2019 |
Long term behavior of two component back-fill grout mix used in full face mechanized tunneling D Peila, A Chieregato, D Martinelli, CG ONATE SALAZAR, R Shah, ... GEAM. GEOINGEGNERIA AMBIENTALE E MINERARIA 144 (1), 57-63, 2015 | 23 | 2015 |
Two component backfilling in shield tunneling: laboratory procedure and results of a test campaign C Todaro, L Peila, A Luciani, A Carigi, D Martinelli, A Boscaro Tunnels and Underground Cities: Engineering and Innovation Meet Archaeology …, 2020 | 19 | 2020 |
Influence of conditioning on the behaviour of alluvial soils with cobbles A Carigi, A Luciani, C Todaro, D Martinelli, D Peila Tunnelling and Underground Space Technology 96, 103225, 2020 | 18 | 2020 |
Ultrasonic measurements for assessing the elastic parameters of two-component grout used in full-face mechanized tunnelling C Todaro, A Godio, D Martinelli, D Peila Tunnelling and Underground Space Technology 106, 103630, 2020 | 16 | 2020 |
Use of a large triaxial cell for testing conditioned soil for EPBS tunnelling D Martinelli, C Todaro, A Luciani, D Peila Tunnelling and Underground Space Technology 94, 103126, 2019 | 16 | 2019 |
Preliminary study of wear induced by granular soil on metallic parts of EPB tunnelling machines CG ONATE SALAZAR, D Martinelli, C Todaro, A Luciani, B Alessandro, ... GEAM. GEOINGEGNERIA AMBIENTALE E MINERARIA 53 (2), 67-70, 2016 | 15 | 2016 |
Short term strength behavior of two-component backfilling in shield tunneling: comparison between standard penetrometer test results and UCS C Todaro, M Bongiorno, A Carigi, D Martinelli GEAM. GEOINGEGNERIA AMBIENTALE E MINERARIA 1 (159), 33-40, 2020 | 14 | 2020 |
Undrained behaviour of granular soils conditioned for EPB tunnelling–a new experimental procedure D Martinelli, R Winderholler, D Peila Geomechanics and Tunnelling 10 (1), 81-89, 2017 | 14 | 2017 |
Long-term durability assessment of PVC-P waterproofing geomembranes through laboratory tests A Luciani, C Todaro, D Martinelli, D Peila Tunnelling and Underground Space Technology 103, 103499, 2020 | 13 | 2020 |
Evaluation of the geo-mechanical properties property recovery in time of conditioned soil for EPB-TBM tunneling A Carigi, C Todaro, D Martinelli, C Amoroso, D Peila Geosciences 10 (11), 438, 2020 | 12 | 2020 |
Study of the shear strength evolution over time of two-component backfilling grout in shield tunnelling C Todaro, A Carigi, D Martinelli, D Peila Case Studies in Construction Materials 15, e00689, 2021 | 11 | 2021 |
Assessment of the Potential for Rock Spalling in the Technical Rooms of the ONKALO T Siren, D Martinelli, L Uotinen Posiva Oy, 2011 | 11 | 2011 |
Characteristics and testing of two‐component grout in tunnelling applications C Todaro, D Martinelli, A Boscaro, A Carigi, S Saltarin, D Peila Geomechanics and Tunnelling 15 (1), 121-131, 2022 | 10 | 2022 |
Performance analysis of tunnel boring machines for rock excavation M Cardu, E Catanzaro, A Farinetti, D Martinelli, C Todaro Applied Sciences 11 (6), 2794, 2021 | 9 | 2021 |
The most common laboratory procedures for the evaluation of EPB TBMs excavated material ecotoxicity in Italy: A review Y Firouzei, P Grenni, A Barra Caracciolo, L Patrolecco, C Todaro, ... GEAM—Geoing. Ambient. E Min 160, 44-56, 2020 | 8 | 2020 |
Conditioning of fractured rock masses for the excavation with EPB shields D Martinelli, A Chieregato, GO Salazar, D Peila, M Barbero ISRM Congress, ISRM-13CONGRESS-2015-307, 2015 | 8 | 2015 |
Mechanical Behaviour of Conditioned Material for EPBS Tunnelling: Ph. D. Thesis D Martinelli | 7 | 2016 |