Filippo Santucci de Magistris

ORCID: 0000-0001-6160-5685
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About
Contact & Profiles
Research Areas
  • Geotechnical Engineering and Underground Structures
  • Geotechnical Engineering and Soil Mechanics
  • Seismic Performance and Analysis
  • Geotechnical Engineering and Soil Stabilization
  • Structural Health Monitoring Techniques
  • Seismic Waves and Analysis
  • earthquake and tectonic studies
  • Geotechnical Engineering and Analysis
  • Seismology and Earthquake Studies
  • Structural Integrity and Reliability Analysis
  • Masonry and Concrete Structural Analysis
  • Grouting, Rheology, and Soil Mechanics
  • Geophysical Methods and Applications
  • 3D Surveying and Cultural Heritage
  • Landslides and related hazards
  • Structural Engineering and Vibration Analysis
  • Geotechnical and Geomechanical Engineering
  • Geotechnical and construction materials studies
  • Urban Planning and Valuation
  • Structural Response to Dynamic Loads
  • Soil and Unsaturated Flow
  • Earthquake Detection and Analysis
  • BIM and Construction Integration
  • Drilling and Well Engineering
  • Concrete Corrosion and Durability

University of Molise
2015-2024

University of Naples Federico II
1998-2004

The University of Tokyo
1999

Tokyo University of Science
1999

The Central Italy earthquake sequence nominally began on 24 August 2016 with a M6.1 event normal fault that produced devastating effects in the town of Amatrice and several nearby villages hamlets. A major international response was undertaken to record this disaster, including surface faulting, ground motions, landslides, damage patterns structures. This work targeted development high-value case histories useful future research. Subsequent events October exacerbated previously affected...

10.1193/080317eqs151m article EN Earthquake Spectra 2018-11-01

Abstract Some important modifications were made to an existing triaxial testing apparatus more accurately evaluate the stress-strain behavior of geomaterials for wide ranges strain and rate. An electro-mechanical loading device was specifically designed control states stress paths study quasi-elastic properties at any given state. The is now driven by a-c servo motor, allowing changing rate about three orders magnitude without intermission in each test. A 16-bit A/D card has been adopted...

10.1520/gtj11315j article EN Geotechnical Testing Journal 1999-03-01

The design and the manufacture of oil gas pipelines are being improved over years in response to observed damages related disastrous effects. improvements possible, thanks increasing knowledge about pipeline performances specific contexts. seismic hazard on buried has always been major concern, earthquake-induced soil liquefaction effects among most important issues be accounted for design. Experiences based case histories, experimental modelling, numerical simulations represent source...

10.1155/2020/8874200 article EN cc-by Shock and Vibration 2020-08-03

Compacted granular soils with small additions of bentonite have been used to build geotechnical structures such as impervious liners and cores zoned earth dams. This paper presents a laboratory study showing how physical mechanical characteristics silty sand are modified by low percentage bentonite. The effects the addition on reflected an increase in plasticity index, reduction maximum Proctor density, decrease hydraulic conductivity. most significant consequences properties compressibility...

10.1139/t98-066 article EN Canadian Geotechnical Journal 1998-12-01
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