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Daniele Martinelli
Daniele Martinelli
Assistant Professor, Politecnico di Torino
Bestätigte E-Mail-Adresse bei polito.it
Titel
Zitiert von
Zitiert von
Jahr
Laboratory tests on soil conditioning of clayey soil
D Peila, A Picchio, D Martinelli, ED Negro
Acta Geotechnica 11 (5), 1061-1074, 2016
922016
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
452015
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
352019
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
232015
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
192020
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
182020
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
162020
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
162019
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
152016
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
142020
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
142017
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
132020
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
122020
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
112021
Assessment of the Potential for Rock Spalling in the Technical Rooms of the ONKALO
T Siren, D Martinelli, L Uotinen
Posiva Oy, 2011
112011
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
102022
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
92021
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
82020
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
82015
Mechanical Behaviour of Conditioned Material for EPBS Tunnelling: Ph. D. Thesis
D Martinelli
72016
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