| Nome |
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Site investigation, monitoring and stability analysis of a built-up slope involved by gas pipeline explosion, file e2188bfa-08b7-f28d-e053-d805fe0ac2bb
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14
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The first Italian blast-induced liquefaction test (Mirabello, Emilia-Romagna, Italy): description of the experiment and preliminary results, file e2188bfa-27cb-f28d-e053-d805fe0ac2bb
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14
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In situ tests by Medusa DMT, file e2188bfa-c504-f28d-e053-d805fe0ac2bb
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13
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From the seismic microzonation studies to the site scale: the case of Arpino (Italy), file e2188bfa-c8dd-f28d-e053-d805fe0ac2bb
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13
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Use of Medusa DMT in alluvial silty sediments of the Po river valley, file e2188bfb-d0c6-f28d-e053-d805fe0ac2bb
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13
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Site characterization and seismic response analysis in the area of Collemaggio, L'Aquila (Italy), file e2188bfa-08b4-f28d-e053-d805fe0ac2bb
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12
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Site characterization for assessment of the seismic vulnerability of ancient buildings in the center of Macerata, file e2188bfb-d0c8-f28d-e053-d805fe0ac2bb
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11
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Seismic Soil Characterization to Estimate Site Effects Induced by Near-Fault Earthquakes: The Case Study of Pizzoli (Central Italy) during the Mw 6.7 2 February 1703, Earthquake, file e2188bfb-d2e2-f28d-e053-d805fe0ac2bb
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11
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Site Effects from the Building Scale to the Seismic Microzonation Scale: Examples from the Experience of L'Aquila, file e2188bf9-de71-f28d-e053-d805fe0ac2bb
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10
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Combined use of SDMT-CPTU results for site characterization and liquefaction analysis of canal levees, file e2188bfa-08b9-f28d-e053-d805fe0ac2bb
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10
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Analisi dei fenomeni di liquefazione prodotti in Emilia dalla sequenza sismica del 2012 con metodi basati su SDMT/DMT, file e2188bfb-cdd4-f28d-e053-d805fe0ac2bb
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10
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Interpreting the deformation phenomena triggered by the 2012 Emilia seismic sequence on the Canale Diversivo di Burana banks [Analisi dei fenomeni deformativi indotti dalla sequenza sismica emiliana del 2012 su un tratto di argine del Canale Diversivo di Burana (FE)], file e2188bf9-e62b-f28d-e053-d805fe0ac2bb
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9
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Session report: Pressuremeter and Dilatometer, file e2188bfa-08ba-f28d-e053-d805fe0ac2bb
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8
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Strain moduli of alluvial soils from CPT, DMT, Vs, and lab tests, file e2188bfa-0d19-f28d-e053-d805fe0ac2bb
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8
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SDMT testing and its use in the numerical modelling of a deep excavation, file e2188bfb-cdbd-f28d-e053-d805fe0ac2bb
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8
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Evidence for strong middle Pleistocene earthquakes in the epicentral area of the 6 April 2009 L'Aquila seismic event from sediment paleofluidization and overconsolidation, file e2188bf9-39c4-f28d-e053-d805fe0ac2bb
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7
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Use of the seismic dilatometer (SDMT) to estimate in situ G-γ decay curves in various soil types, file e2188bf9-2d9d-f28d-e053-d805fe0ac2bb
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6
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Prove mediante dilatometro sismico (SDMT), file e2188bf9-60cd-f28d-e053-d805fe0ac2bb
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6
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Blast-induced liquefaction in silty sands for full-scale testing of ground improvement methods: Insights from a multidisciplinary study, file e2188bfa-ee11-f28d-e053-d805fe0ac2bb
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6
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Discussion of "Consolidation and Permeability Properties of Singapore Marine Clay" by J. Chu, Myint Win Bo, M.F. Chang, and V. Choa, file e2188bf9-01ab-f28d-e053-d805fe0ac2bb
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5
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Prove mediante dilatometro sismico (SDMT), file e2188bf9-2599-f28d-e053-d805fe0ac2bb
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5
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Impiego della prova dilatometrica (DMT) nella progettazione geotecnica, file e2188bf9-29cf-f28d-e053-d805fe0ac2bb
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5
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Use of in-situ flat dilatometer (DMT) for ground characterization in the stability analysis of slopes, file e2188bf9-319b-f28d-e053-d805fe0ac2bb
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5
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Use of the Seismic Dilatometer (SDMT) to estimate in situ G-γ decay curves in various soil types, file e2188bf9-3673-f28d-e053-d805fe0ac2bb
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5
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Geotechnical Aspects of the L'Aquila Earthquake, file e2188bf9-37d6-f28d-e053-d805fe0ac2bb
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5
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Caratterizzazione geotecnica e analisi di stabilità degli argini del Fiume Tevere in tre siti nel tratto compreso tra Castelgiubileo e la foce, file e2188bf9-3819-f28d-e053-d805fe0ac2bb
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5
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Shaft Resistance of Piles Driven in Clay: Field Study of an Instrumented Full Scale Pile, file e2188bf9-3978-f28d-e053-d805fe0ac2bb
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5
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Site effects in the urban area of L'Aquila damaged by the April 6, 2009 earthquake, file e2188bf9-1d79-f28d-e053-d805fe0ac2bb
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4
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Analisi di stabilità di un argine danneggiato dalla sequenza sismica emiliana del 2012, file e2188bf9-1e1c-f28d-e053-d805fe0ac2bb
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4
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Stabilization and geoenvironmental restoration of the main central channel in the Fucino plain, Italy – A case history, file e2188bf9-29c2-f28d-e053-d805fe0ac2bb
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4
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From the rupture to the buildings: reconciling engineering evidences of the April 6 2009 L'Aquila earthquake (Mw 6.3), file e2188bf9-2e3a-f28d-e053-d805fe0ac2bb
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4
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Rumore sismico e modello del sottosuolo in siti geologicamente complessi: esempio nella Valle dell'Aterno (L'Aquila), file e2188bf9-60c7-f28d-e053-d805fe0ac2bb
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4
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Use of the Seismic Dilatometer (SDMT) to estimate in situ G-γ decay curves in various soil types, file e2188bf9-67bd-f28d-e053-d805fe0ac2bb
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4
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Campagna di indagini geologiche, geotecniche e geofisiche per lo studio della risposta sismica locale della città dell'Aquila: la stratigrafia dei sondaggi giugno-agosto 2010, file e2188bf9-ccec-f28d-e053-d805fe0ac2bb
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4
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DMT-predicted vs observed settlements: a review of the available experience, file e2188bf9-0981-f28d-e053-d805fe0ac2bb
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3
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Discussion of "Accounting for soil aging when assessing liquefaction potential" by Evangelia Leon, Sarah L. Gassman, and Pradeep Talwani, file e2188bf9-0ec7-f28d-e053-d805fe0ac2bb
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3
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SDMT-based deep excavation design, file e2188bf9-1da4-f28d-e053-d805fe0ac2bb
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3
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Soil Liquefaction During the Emilia, 2012 Seismic Sequence: Investigation and Analysis, file e2188bf9-1e9a-f28d-e053-d805fe0ac2bb
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3
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La microzonazione sismica delle macroaree. Macroarea 2 (L'Aquila Ovest, Cansatessa, Pettino, Coppito), file e2188bf9-222e-f28d-e053-d805fe0ac2bb
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3
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Cap. 3 "Terreni", file e2188bf9-22af-f28d-e053-d805fe0ac2bb
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3
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Discussion of "P-y Analysis of Laterally Loaded Piles in Clay Using DMT" by M.A. Gabr, T. Lunne, and J.J. Powell, file e2188bf9-2473-f28d-e053-d805fe0ac2bb
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3
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Stabilization and environmental restoration of the main central channel in the Fucino plain, Italy, file e2188bf9-252f-f28d-e053-d805fe0ac2bb
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3
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Use of SDMT results for earthquake resistant design: examples of application in silty-clayey sites, file e2188bf9-26c6-f28d-e053-d805fe0ac2bb
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3
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Vs profiles provided by SDMT for soil characterization in numerical seismic response analyses, file e2188bf9-26cd-f28d-e053-d805fe0ac2bb
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3
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La microzonazione sismica delle macroaree. Macroarea 1 (L'Aquila Centro), file e2188bf9-27c4-f28d-e053-d805fe0ac2bb
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3
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Prova dilatometrica (DMT), file e2188bf9-2cd1-f28d-e053-d805fe0ac2bb
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3
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Interrelationship between small strain modulus Go and operative modulus, file e2188bf9-2cdc-f28d-e053-d805fe0ac2bb
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3
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The Flat Dilatometer Test (DMT): Design Applications and Recent Developments, file e2188bf9-308f-f28d-e053-d805fe0ac2bb
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3
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Analisi dei risultati di prove DMT nelle scarpate della miniera di S. Barbara, file e2188bf9-30b1-f28d-e053-d805fe0ac2bb
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3
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Indagini per la risposta sismica locale finalizzate al consolidamento di edifici di elevato pregio storico-architettonico danneggiati dal terremoto dell'aprile 2009 (Palazzo Camponeschi – L'Aquila), file e2188bf9-3133-f28d-e053-d805fe0ac2bb
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3
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P-y curves from DMT data for piles driven in clay, file e2188bf9-3198-f28d-e053-d805fe0ac2bb
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3
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Valutazione di liquefacibilità di sabbie da DMT, file e2188bf9-322b-f28d-e053-d805fe0ac2bb
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3
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DMT-predicted vs measured settlements under a full-scale instrumented embankment at Treporti (Venice, Italy), file e2188bf9-327a-f28d-e053-d805fe0ac2bb
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3
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Opere di sostegno e scavi a cielo aperto: un esempio di analisi, file e2188bf9-32d9-f28d-e053-d805fe0ac2bb
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3
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Analysis of the liquefaction phenomena in the area of San Carlo by seismic dilatometer (SDMT), file e2188bf9-32e9-f28d-e053-d805fe0ac2bb
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3
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Uso della prova dilatometrica (DMT) per la caratterizzazione geotecnica del sottosuolo di Venezia e affinamenti sulla determinazione di parametri geotecnici da DMT, file e2188bf9-32f1-f28d-e053-d805fe0ac2bb
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3
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Local Seismic Response in the Southern Part of the Historic Centre of L'Aquila, file e2188bf9-32fe-f28d-e053-d805fe0ac2bb
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3
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Valutazione della stabilita' di un pendio argilloso in zona edificabile della citta' di Chieti: esempio applicativo dell'utilizzo delle prove dilatometriche, file e2188bf9-335d-f28d-e053-d805fe0ac2bb
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3
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Prove di carico orizzontale su pali strumentati infissi in argilla. Parte II: Analisi dei risultati, file e2188bf9-349d-f28d-e053-d805fe0ac2bb
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3
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Stress history of Venice Lagoon soils from DMT and CPTU, file e2188bf9-35ec-f28d-e053-d805fe0ac2bb
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3
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Analysis of stresses induced in an old deep tunnel by pile driving from the surface, file e2188bf9-368e-f28d-e053-d805fe0ac2bb
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3
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The Flat Dilatometer Test (DMT) in Soil Investigations - A Report by the ISSMGE Committee TC16, file e2188bf9-369e-f28d-e053-d805fe0ac2bb
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3
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The Seismic Site Characterization of Palazzo Centi in L'Aquila City Centre: The Case Study of a Historical Building Damaged by the April 6th 2009 Earthquake, file e2188bf9-3810-f28d-e053-d805fe0ac2bb
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3
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Evaluating liquefaction potential by seismic dilatometer (SDMT) accounting for aging/stress history, file e2188bf9-3868-f28d-e053-d805fe0ac2bb
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3
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Evaluation of the coefficient of subgrade reaction for design of multi-propped diaphragm walls from DMT moduli, file e2188bf9-3874-f28d-e053-d805fe0ac2bb
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3
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Analysis of the liquefaction phenomena in the village of Vittorito (L'Aquila), file e2188bf9-3927-f28d-e053-d805fe0ac2bb
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3
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Geotechnical characterization of the Aterno valley for site response analyses, file e2188bf9-3952-f28d-e053-d805fe0ac2bb
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3
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Analisi per il progetto di diaframmi multivincolati a sostegno di uno scavo per la realizzazione di un parcheggio multipiano interrato in area urbana, file e2188bf9-397a-f28d-e053-d805fe0ac2bb
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3
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Site characterization by seismic dilatometer (SDMT) in the city of L'Aquila, file e2188bf9-39c2-f28d-e053-d805fe0ac2bb
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3
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Site characterization by Seismic Dilatometer (SDMT) in the area of L'Aquila following the April 6, 2009 earthquake, file e2188bf9-3a62-f28d-e053-d805fe0ac2bb
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3
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Seismic action to withstand the structures: the case history of 2009 Abruzzo earthquake, file e2188bf9-3adf-f28d-e053-d805fe0ac2bb
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3
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Site investigations and geotechnical problems in the Southern part of the historic centre of L'Aquila, file e2188bf9-3b54-f28d-e053-d805fe0ac2bb
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3
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Modello di sottosuolo e analisi di risposta sismica locale nel centro storico dell'Aquila, file e2188bf9-3be0-f28d-e053-d805fe0ac2bb
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3
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Prove di carico orizzontale su pali strumentati infissi in argilla. Parte I: Strumentazione e procedure di prova, file e2188bf9-3c42-f28d-e053-d805fe0ac2bb
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3
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Studio numerico FEM-molle di diaframmi multivincolati per la valutazione del coefficiente di reazione da moduli DMT, file e2188bf9-3c49-f28d-e053-d805fe0ac2bb
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3
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Vs measurements by seismic dilatometer (SDMT) in non-penetrable soils, file e2188bf9-3cb5-f28d-e053-d805fe0ac2bb
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3
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Identification of ground types for the definition of the seismic action using Vs vs. Nspt or Cu, file e2188bf9-3d56-f28d-e053-d805fe0ac2bb
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3
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Liquefaction Potential Evaluation by SDMT, file e2188bf9-3d58-f28d-e053-d805fe0ac2bb
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3
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Geotechnical risk analysis by flat dilatometer (DMT), file e2188bf9-5952-f28d-e053-d805fe0ac2bb
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3
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Site effects and site amplification due to the 2009 Abruzzo earthquake, file e2188bf9-59f0-f28d-e053-d805fe0ac2bb
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3
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Risultati di prove in sito mediante dilatometro sismico (SDMT), file e2188bf9-5b1f-f28d-e053-d805fe0ac2bb
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3
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Il Dilatometro Piatto (DMT) nelle indagini geotecniche – Rapporto del Comitato Tecnico TC16 della ISSMGE, file e2188bf9-5b47-f28d-e053-d805fe0ac2bb
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3
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Stabilisation of a Complex Landslide in Central Italy, file e2188bf9-5b50-f28d-e053-d805fe0ac2bb
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3
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Liquefaction assessment by in situ testing in the Fucino plain (central Italy), file e2188bf9-5d97-f28d-e053-d805fe0ac2bb
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3
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Settlement prediction for staged construction of a cut-and-cover tunnel for a high-speed railway line, file e2188bf9-5fd1-f28d-e053-d805fe0ac2bb
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3
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Use of the Flat Dilatometer Test (DMT) in geotechnical design, file e2188bf9-5fd8-f28d-e053-d805fe0ac2bb
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3
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Comparison of moduli determined by DMT and backfigured from local strain measurements under a 40 m diameter circular test load in the Venice area, file e2188bf9-6380-f28d-e053-d805fe0ac2bb
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3
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Indagini di anisotropia tensionale per la diagnosi della stabilità dei pendii. Parte I: Premesse della ricerca, file e2188bf9-66c5-f28d-e053-d805fe0ac2bb
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3
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Interpretation of SDMT tests in a transversely isotropic medium, file e2188bf9-673e-f28d-e053-d805fe0ac2bb
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3
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DMT-predicted vs observed settlements: a review of the available experience, file e2188bf9-67a3-f28d-e053-d805fe0ac2bb
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3
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Indagini di anisotropia tensionale per la diagnosi della stabilità dei pendii. Parte II: Risultati preliminari, file e2188bf9-67b6-f28d-e053-d805fe0ac2bb
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3
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Experience with Seismic Dilatometer in Various Soil Types, file e2188bf9-921f-f28d-e053-d805fe0ac2bb
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3
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Flat dilatometer (DMT). Applications and recent developments, file e2188bf9-dd41-f28d-e053-d805fe0ac2bb
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3
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Examination of the Potential of the Seismic Dilatometer (SDMT) to Estimate In Situ Stiffness Decay Curves in Various Soil Types, file e2188bf9-de1a-f28d-e053-d805fe0ac2bb
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3
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Metodologie di studio per l'analisi di stabilita' di pendii in territorio abruzzese, file e2188bf9-1e14-f28d-e053-d805fe0ac2bb
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2
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Experience with seismic dilatometer (SDMT) in various soil types, file e2188bf9-294c-f28d-e053-d805fe0ac2bb
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2
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Strutture di sostegno (in Capitolo 20 - Interventi di stabilizzazione dei pendii, Opere di drenaggio, Strutture di sostegno), file e2188bf9-2ccf-f28d-e053-d805fe0ac2bb
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2
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Valutazione del potenziale di liquefazione mediante dilatometro sismico (SDMT), file e2188bf9-3326-f28d-e053-d805fe0ac2bb
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2
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The Flat Dilatometer Test (DMT) in Soil Investigations - A Report by the ISSMGE Committee TC16, file e2188bf9-5fda-f28d-e053-d805fe0ac2bb
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2
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General Report for Technical Session TC102: In-Situ Testing, file e2188bfa-4a57-f28d-e053-d805fe0ac2bb
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2
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| Totale |
449 |