H2020Individual fellowship2021–2023

ReStructure 2.0 · A novel physics-based methodology for the seismic analysis of retaining structures leveraging machine learning techniques

Horizon 2020 — Marie Skłodowska-Curie Actions

Duration
2021-09-01 → 2023-08-31
EU contribution
€183,473
Participants
1
Scheme
MSCA-IF

Lines connect the coordinator with its partners.

Results in brief

A novel physics-based methodology for the seismic analysis of retaining structures leveraging machine learning techniques

The overall cost associated to the construction of geotechnical structures (such as retaining and underground structures) in seismic areas is about 30% of the cost of the entire construction project for a building. This percentage is even higher for complex infrastructure systems such as sport arenas and multi-purpose complexes. According to a recent study coordinated by the United Nations Environment Programme, the construction industry generates roughly 40% of the worldwide energy and process-related carbon dioxide (CO2) emissions. Despite these impressive numbers, for the design of retaining structures, Europe-wide policies, guidelines, and building codes are still based on a century-old theory that unrealistically assumes that the seismic earth pressure increment is proportional to surface acceleration. Approaches based on this theory often lead to over-conservative design of retaining structures, causing an unsustainable consumption of resources without any benefits in terms of performance and safety of the construction. This makes this approach against the principles of the European Green Deal that identified the need of cleaner constructions in the Building and Renovation policy area. A novel theoretical framework that I have been developing over the years during my research experiences in Italy, the UK, and the USA can solve this issue, making the design of geotechnical structures more technically sound and green. An initial application of this theory, that I developed alongside two USA-based colleagues, was recently added to the US National Earthquake Hazards Reduction Program seismic recommended provision. Such framework is based on robust soil-structure interaction principles. Its assumption is that seismic earth pressure on retaining structure does not have any fundamental relationship with the amplitude of the earthquake shaking. This quantity is instead mainly related to the amount of relative displacement between the structure and the retained soil. This is the theoretical foundation of the ReStructure 2.0 project. Its overall objective is the development of a novel approach to design more sustainable, affordable, and green retaining structures in seismic areas. This transformative method builds upon soil-structure interaction theories and leverages cloud-based high-performance computing capabilities, ad-hoc developed numerical simulations, data science, and artificial intelligence approaches.

Data: CORDIS, © European Union

Project objective

The standard seismic design of retaining structures is based on a century-old theory, that does not account for the actual physical behavior of soil-structure systems. This theory unrealistically assumes that the seismic earth pressure increment is proportional to surface acceleration. Methods based on this theory often lead to conservative design of retaining structures that causes an unsustainable consumption of resources without any benefits on the performance and safety of the construction. Such design approach is against the principles of the European Green Deal that identified the need of cleaner constructions in the Building and Renovation policy area. The main goal of ReStructure 2.0 is to develop a novel physics-based framework based on soil-structure interaction principles, recognizing the relative displacement between wall and retained soil as the driving factor in the seismic response of wall-soil system. The proposed method accounts for soil inhomogeneity and non-linearity, wall flexibility, mass of the wall, and different boundary condition at base and top of the wall. This more adequate design approach can lead to a significant reduction of the resources used during the construction, making the process more sustainable, affordable, and green. This novel approach is based on the combination of computational simulations, experimental and field data, relational databases, and machine learning techniques. Two distinct solutions will be developed: (i) complete frequency-dependent elastodynamic approach, and (ii) simplified single-frequency method. ReStructure 2.0 is tailored around my expertise and profile to give me the opportunity to reach the maturity needed to move forward with my career. This fellowship will allow me to: (i) capitalize on my unique skillset matured in years of international collaborations, (ii) bring back to the EU innovative approaches and methodologies that I developed in the US, and (iii) grow as a researcher, teacher, and mentor.

Original text from CORDIS.

Participants

  • UNIVERSITA DELLA CALABRIA · ARCAVACATA DI RENDECoordinatorItaly

Links

Data: CORDIS, © European Union