A Multidisciplinary Study on the Roman Amphitheatre of Lecce,
Southern Italy
Raffaele Persico1,2, Giovanni Leucci1, Lara De Giorgi1, Francesco Gabellone1, Francesco Giuri1, Ivan Ferrari1,
Sebastiano D’Amico3, Emanuele Colica3
1: National Research Council - Institute for Archaeological and Monumental Heriatge of Lecce, Italy
2: International Telematic University Uninettuno UTIU of Rome, Italy
3: University of Malta - Department of Geoscienceline of Msida, Malta
Abstract—In this contribution, a multidisciplinary
investigation regarding the Roman Amphitheatre in Lecce,
southern Italy, is be proposed. In particular, GPR prospecting
combined to passive seismic measurements and with a virtual
reconstruction of the monument allows deducing some
important features of the monument, unknown before. In
particular, this is a monument only partially brought to light,
and part of it lies under the current Saint Oronzo’s Square. We
have investigated about the part still undiscovered of the
amphitheatre.
Keywords—GPR, Passive Seismic, Cultural Heritage
I. INTRODUCTION
The Roman amphitheatre in Lecce, southern Italy, dating
back to the first or maybe the second century A.D., was a
monument whose memory had been lost up to the beginning
of the 20th century. Some work for the foundations of a
building aimed to host an office of the National Bank of Italy
brought casually to its discovery.
However, the town was already developed at the time of
this discovery, and many buildings in the area of the
amphitheatre were historical in their turn (some dating back to
the renaissance and the baroque period) and could not be
removed. So, it was decided to discover only part of the
amphitheatre and to leave underground the remaining part.
This can be well appreciated from figure 1, where an aerial
vision of the monument is shown. In particular, under the
steps, the ambulacrum, i.e. a corridor all around the area, was
present. The ambulacrum was typical of any Roman
amphitheatre (indeed the ambulacra could be even more than
one). In the case of the amphitheatre of Lecce, nowadays an
ambulacrum remains, partially developing under the steps and
partially under the current Saint Oronzo’s Square. Nowadays
it is not any longer possible to run around the entire ring of the
arena, because the ambulacrum is walled at a certain point.
Consequently, a question arises whether under the square this
ancient Roman corridor is still present or not.
In order to answer this question, we have conducted GPR
investigations [1] in several places of the square and have
compared them with a reconstruction of the map of the
amphitheatre (and in particular of the ambulacrum)
implemented through a three-dimensional virtual
reconstruction achieved from laser scanner data. Then, we
have taken also passive seismic measurements in several
points were GPR investigations had been performed. On the
base of the data, we deem probable that the ambulacrum
partially continues beyond the part known to date, even if it is
not much probable that the entire ancient ring is still today
available.
II. 3D SURVEY OF THE AMPHITHEATRE OF LECCE
The town of Lecce represents an emblematic case of
architectural stratification, because in its urban centre it hosts
the remains of the monumental Roman amphitheatre,
embedded in the urban tissue and only partially visible.
In spite of the evidences brought to light, it is impossible
for the visitor or the tourist, to perceive the real size of the
ancient building, both with regard to its map and its height. No
didactic panel or didactical tool exist, to our knowledge,
enabling at the moment the comprehension of the asset of this
monument to the large public. The work done by IBAM-CNR
allows, at least partially, to sill this gap. The survey performed
within this study have enlightened not only structure in itself
but also the ancient contest wherein the amphitheatre was
inserted. The reconstructive proposal (partially illustrated in
figure 2), based on laser scanner measurements and on
photogrammetric image-based methodologies, has been
aimed to create several outputs aimed to help the in situ visit
and provide to the final user different possibility of reading
both on-line and off-line. In particular, semi-AR device and
stereoscopic narratives allow nowadays understanding the
constructive-architectural characteristics not easy to
understand from a direct visit, and above all, they allow to read
the reconstructions of ancient contexts within current urban
tissues. The laser scanning was made with a time-of-flight
scanner Leica P20, with about 4 mm of mesh resolution. The
photogrammetric restitution provided an extremely
photorealistic representation, thanks to which it has been
possible to study in detail the colour of the external surfaces
(cracks, humidity, constructive details, etc.).
This work has also put into evidence the exigency of
further investigations, only partially started, aimed to
sustainable tourism and social inclusion issues. Future works
will allow, among other things:
1.
2.
To track the complete morphology of the building
contextualizing it within the ancient settlement;
To investigate the possible presence of any hydric
leaks;
3.
To map and record to conservation state of the
structure;
These activities will be hopefully inserted within a wider
multidisciplinary scientific project, that will also include
study of the stone materials and archive investigations, aimed
to address properly restoration works in view of an enhanced
and better-devised exploitation of the monument. The
integrated approach between the different disciplines will
allow to study the monument both in the visible
morphological aspects and in the parts hidden under the
surface.
Figure 1: Location of the study area and location of the single station
(HVSR) measurements for HVSR analysis (left) and Ground Penetrating
Radar prospections
III. GPR DATA
GPR data were taken in several places in the square. Here,
we will show only those gathered on a rectangular area placed
just beyond the visible part of the arena, as shown in figure 3.
The image is superposed to the virtual reconstruction of the
amphitheatre in order to allow a comparison (even if some
small imprecision about the relative hanging of the two images
is possible). The data were taken along parallel profiles each
of which about 30 meters long, with a transect of 50 cm. The
system exploited was a RIS-HI mode manufactured by IDS
and equipped with a dual antenna at 200 and 600 MHz. Here,
we will focus on the data at 200 MHz. The data have been
processed [2] with zero timing, background removal, gain vs.
depth, 1D filtering and migration in time domain. From the
diffraction hyperbolas, the propagation velocity of the
electromagnetic waves in the soil resulted to be about equal
0.07m/ns. Time slices have been gathered with an interval of
10 ns. In figure 3, the level of major interest for this paper is
shown were the ambulacrum, if any, should be seen in the
slice. This amount to 40 ns, about corresponding to 140 cm.
From figure 3, we appreciate that some spot is seen on the
lower part of the image, were we know that the ambulacrum
prolongs below the square. On the other hand, also some
similar feature is visible on the opposite side, along the ideal
elliptic prolongation of the ambulacrum beyond the
accessible part. This makes us think of the possibility of the
presence of a further piece of ambulacrum under the square.
On the other hand, we do not perceive (either from the slices
or from the B-scan) any clear evidence of a continuous
anomaly suggesting the “closure of the ring”. Therefore, we
cannot infer the current completeness of the underlying
ambulacrum, which is instead quite improbable. An anomaly
similar to the lateral niches of the ambulacrum is seen too put
into evidence with a dashed bent line. We interpret it of
course as a further niche. Finally, two stronger anomalies
appears too, put into evidence with two ellipses. It is difficult
to clue what they could be precisely, even if it is possible that
they are still structures related to the ancient amphitheatre.
IV. PASSIVE SEISMIC DATA
The use of passive seismic data and the HVSR method are
common tools used for investigating geological structure in a
non-invasive manner. They are also used to evaluate site effect
investigations. The HVSR method is based on the ratio of the
horizontal to vertical components of ground motion. It uses
ambient noise vibrations and the ambient noise wavefield is
the result of the combination of unknown fractions of both
body and surface waves
Figure 2: virtual reconstruction of the amphitheatre, ambulacrum included.
Figure 3: GPR data beyond the visible part of the arena
If the first are prevailing, the ratio is mainly induced by
SH resonance in the superficial layers whereas; if Rayleigh
surface waves predominate, the theoretical ellipticity dictates
the observed curves. Although experimental data peaks
usually fit quite well the resonance frequency of the
theoretical curves, they are less reliable as regards their
amplitude. Nevertheless, the HVSR curve contains valuable
information about the underlying structures. We recorded
ambient noise at several sites sites (Fig. 1) using a 3component seismometer (Tromino, www.tromino.eu). Time
series of ambient noise, having a length of 20 min, were
recorded with a sampling rate of 256 Hz and, following the
guidelines suggested by the SESAME project (2004), they
were divided in different time windows of 20 s each not
overlapping each other. A 5% cosine taper was applied to
each window and the Fourier spectra were calculated. The
spectra of each window were smoothed using a Konno–
Ohmachi window [3] fixing the parameter b to 40. Finally,
the resulting HVSR, in the frequency range 0.5–64.0 Hz, was
computed by estimating the logarithmic average of the
spectral ratio obtained for each time window, selecting only
the most stationary and excluding transients associated to
very close sources. Preliminary results seem to agree with
GPR anomalies and the high frequency peaks suggest the
potential presence of buried structures which could be
associated with the amphitheatre. The peaks at lower
frequency could be associated with deep geological features.
The results are to be considered preliminary and further
investigation as well as numerical modelling are necessary.
ACKNOWLEDGMENT
This work has been performed thanks to the support of the
bilateral project “Noninvasive investigations for enhanc-ing
the knowledge and the valorization of the cultural heritage”,
carried out by the Institute for Archaeological and
Monumental Heritage IBAM-CNR and the Department of
Geoscience of the University of Malta.
The authors would like also to acknowledge networking
support by the COST Action SAGA (CA17131), supported by
COST (European Cooperation in Science and Technology).
REFERENCES
[1]
[2]
[3]
F. Gabellone, G. Leucci, N. Masini, R. Persico, G. Quarta, F. Grasso,
“Nondestructive Prospecting and virtual reconstruction of the chapel of
the Holy Spirit in Lecce, Italy”, Near Surface Geophysics, vol. 11, n.
2, pp. 231-238, April 2013.
R. Persico, Introduction to Ground Penetrating Radar: Inverse
Scattering and Data Processing, Wiley, 2014.
K. Konno and T. Ohmachi, Ground-Motion Characteristics Estimated
from Spectral Ratio between Horizontal and Vertical Components of
Microtremor, Bulletin of the Seismological Society of America, Vol.
88, No. 1, pp. 228-241, February 1998.
Figure 4; HVSR curves recorded near by the Roman Amphitheatre of
Lecce
Publisher: European Association of Geoscientists & Engineers
Source: Conference Proceedings, 10th International Workshop on Advanced Ground Penetrating Radar, Sep. 2019, Volume 2019, pp. 1-4.
DOI: https://doi.org/10.3997/2214-4609.201902590