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In this work, we present a novel biochemical sensing approach based on a plasmonic sensor chip, combined with a specific receptor, excited and interrogated via a custom 3D-printed holder through a transmission-based experimental setup, exploiting polymer optical fibers. The setup is designed to measure a disposable plasmonic chip based on a gold nanograting fabricated on a polymethylmethacrylate substrate. The examined sensor configurations here presented are simulated, realized, and experimentally tested. More specifically, first, a numerical analysis is carried out by changing several sensor parameters, then an experimental optical characterization of different sensor configurations is reported. Finally, to test the biosensing capabilities of the proposed method, as a proof of concept, we deposit on the best sensor configuration a biomimetic receptor specific for bovine serum albumin detection. The experimental results demonstrate that the proposed sensor shows an ultra-low limit of detection, equal to about 37 pmol/L.

Taking into account the difficulty of water circulation within the marinas and over the defence works, an integration to the enquiries to support the technical solutions found is required, by means of the implementation of experimental tests of a threedimensional physical model. The aim of the experimental survey carried out in the wave system basin of the University of Campania "Luigi Vanvitelli" was that of assessing the water circulation intensity behind the works of Salerno and Ischitella coast and inside Fiumicino port, Manfredonia port and Castelvolturno port. Due to the remarkable linear development of the works, their behavior was studied through the realization of a Froude scale model. The water circulation over the defense works was evaluated with reference to the storms, while inside marina with reference to the action of the jet mixers. The results of tests show that water circulation is ensured by jet mixer inside marina and by storms behind defence works.

The present paper aims to increase knowledge of the methods of resistance estimating of concrete in situ by means of non-destructive tests used to integrate the quantitative results from cylindrical specimens (core). The results of experimental investigations carried out on concrete conglomerate samples of a school building are shown. The experimental campaign then will be presented like a case study, conducted on a series of concrete beams and pillars of an existing building. The expression obtained through the calibration procedure of the values of non-destructive tests with those provided by the core drills allowed to estimate the average values of the compressive strength of the concrete. It is highlighted how this result was achieved with a very limited core number that are extracted in randomly selected points and that there was a proportionality link with the resistances obtained from non-destructive tests.

The present paper aims to increase knowlodge of the methods of resistance estimating of concrete in situ by means of non-destructive tests used to integrate the quantitative results from cylindrical specimens (core). The results of experimental investigations carried out on concrete conglomerate samples of a school building are shown. The experimental campaign then will be presented like a case study, conducted on a series of concrete beams and pillars of an existing building. The distructive tests on cores were conducted at the Civil Structures Laboratory of the Engineering Department of the University of Campania "Luigi Vanvitelli". The expression obtained through the calibration procedure of the values of non-destructive tests with those provided by the core drills allowed to estimate the average values of the compressive strength of the concrete. It is highlighted how this result was achieved with a very limited core number provided that they are extracted in selected points and that there was a proportionality link with the resistances obtained from non distructive tests.

The Pinetamare Marina, located SE of the mouth of the Volturno River and the Regi Lagni Canal (southern Italy), is interested by silting phenomena due to longshore transport of fluvial sediments. To eliminate this severe problem, the design of the new Marina includes the construction of a sediment trap, placed perpendicular to the breakwater, to prevent the accumulation of the sand sediments at the marina entrance. To study the efficiency of this solution, experiments were performed through a physical model in a wave basin, with appropriate scaling of the geometric characteristics and of the hydrodynamic processes. The experimental tests highlighted that the trap is able to intercept sediments and to mitigate the port silting for about two years, after which it is necessary to dredge the accumulated sand sediments. These sediments are used to compensate the erosion of the beaches downstream the breakwater.

In this paper, we present a model study on beach morphodynamic processes under the combined action of waves and controlled subsidence settlement. A special facility was designed to reproduce controlled seabed movements of a few millimetres. Vertical settlement is obtained with the use of wedges driven by the Archimedean screw. A prototype to model mechanical scale in this particular experiment showed the difficulties of reproducing a test duration that in the prototype could vary from 10 to 100 years. To solve this problem, tests were carried out reproducing only wave conditions able to give significant seabed movement. Measurements of wave heights, beach profiles, and shorelines were made. Results highlight the different effects of subsidence on beach profiles under storm surge, annual average wave conditions, and morphologic wave. Beach profiles and shorelines show a relevant increase in erosion, more evident in the vicinity of the still-water level because of the combined action of waves and s...