1. Introduction
The construction of the Fernandina Wall in Lisbon dates back to the second half of the 14th century [
1,
2]. It was built in response to the need to ensure the city’s protection in a period of continuous and intense growth, but also in response to enemies’ attacks. There was a previous defensive wall in the city, called the Moorish Wall of Lisbon, that was no longer able to accomplish the desired protection of the city due to city enlargement (
Figure 1) [
3,
4]. Therefore, king Fernando I of Portugal (1367–1383) decided that a new defensive wall was needed and ordered its urgent construction. In addition to the main structure of walls, this rampart included several towers, turrets (
cubelos), entrances and small entrances (
postigos).
The layout of the Fernandina Wall developed in line with the dense growth seen in various surrounding areas of Lisbon, in the 14th century. The Wall can, therefore, be divided into four main sections: the Eastern Section, the Western Section and two Marginal or Fluvial Sections, having a total extension of 4.69 km (
Figure 1). These main sections delineated two large pockets which enclosed the city’s existing old walls—namely, the Moorish Wall of Lisbon (which formed the central pocket) and the walls of Saint Jorge Castle (
Figure 1). The Fernandina Wall is, thus, defined to the East by the Eastern section, the first to be built, with an extension of about 1.38 km, and to the West by the Western section, extending 2.05 km. To the North, the layout of the Wall is contained between the Eastern and Western sections and, to the South, the Eastern and Western Marginal and Fluvial sections extend around 0.72 km and 0.54 km, respectively [
2] (
Figure 1).
Regarding the type of construction and materials used to build the Fernandina Wall, the existing information is very scarce. According to Vieira da Silva [
2], rubble stone masonry and rammed earth are the main materials. Complementary sections were composed by three-leaves, consisting of two parallel walls, each with a thickness of about 0.5 m, filled with a compacted earth core, presenting a total thickness of between 1.75 and 2.20 m.
Rammed earth (RE) consists of moistened earth compacted in consecutive layers within temporary frameworks, forming a monolithic wall. The chemically unstabilized RE technique functions with clay acting as the only binder; in stabilized rammed earth, other binders can be added to the earth mixture [
5], generally to improve durability to weathering. With that aim, lime was frequently used to stabilize rammed earth in old structures with military and defensive purposes [
6,
7]. Therefore, the technique is called military RE. This technique was employed in several structures around the World, and in particular in the Iberian Peninsula, with still-existing structures such as the Castle of Paderne [
6], the Juromenha Fortress [
8] and the Silves Castle [
9] in Portugal, and the Alcázar of King Don Pedro I [
10], the Alcazaba or the ramparts of Málaga and the ramparts of Sevilla [
11], the Castle of Atalaya [
12] and the Monumental Complex of the Alhambra [
13] in Spain. The compacted earth core of the three-leaf walls was similar to RE, but the exterior stone walls acted as permanent frameworks.
Geometrically, the Wall was composed of several elements that coordinated with the various sections of the walled structure, with prominence given to the imposing towers, turrets and gates. The Wall height varied depending on the type of architectural element used, 8 m being the most common, reaching a maximum of 15 m where the towers extend upwards [
2].
According to Vieira da Silva [
2], the Wall included 76 towers, one of the main constituent elements that played a key role in the city’s defense, representing robust elements that, in most cases, exceeded the height and width of the adjacent walls. These towers were generally massive, except for those along the Eastern section flanking the river, some of which are hollow inside, and each covered a base area of 8 m × 8 m. Most are now destroyed, but some were incorporated in buildings. In contrast, the smaller turrets (
cubelos) covered a base area of 5 m × 5 m and, although of varying lengths, they never extended above the height of the Wall [
14]. The turrets present three visible vertical surfaces projecting outwards and are attached to the Wall by their fourth side [
15,
16]. Some can still be found, mainly in the Eastern section, often integrated in residential buildings.
Being the main connecting axis between the entrances and exits of the city of Lisbon, the Fernandina Wall would have contained around 35 gates, in the form of robust, fortified large-scale entrances [
2]. Many consisted of a square or rectangular walled enclosure with one or two openings, in the front and the back, the front-facing gate being embellished on both sides by defense towers. Many of these entrances were later demolished and turned into arches, often to overcome difficulties related to circulation and accessibility of the city [
2]. The smaller gates (
postigos) consisted of entrances located near one or two towers or between two turrets. They offered access to the city, facilitating security control in comparison with the larger gates. Not all were built when the walled structure was first constructed. Many were only opened after the construction was completed and are still visible today.
In 1910, the Fernandina Wall of Lisbon was recognized and classified as a national monument of public interest (Portuguese register: IPA PT031106120023). At present, remnants of the Fernandina Wall are still evident in several parts of Lisbon given the Wall’s large-scale geometric characteristics, making it an important component of the city’s architectural heritage.
The rapid growth in the rehabilitation of Lisbon’s historical and urban center, and of its built heritage, is becoming increasingly noticeable. Faced with this trend, more rigorous and technical knowledge is required to ensure the conservation of archaeological heritage, namely that the materials and techniques used nowadays do not comprise the identity and originality of the old structures. It is, thus, of fundamental importance to consider the conservation interventions carried out to this day when proceeding with the characterization of the Fernandina Wall, in terms of its original materials and those used in subsequent interventions. Therefore, this article intends to collect and describe the interventions that were performed in some sections of the Wall over the past years, the description of some sections of the Wall, the collection of samples and the mineralogical characteristics that the materials employed in the construction of the Fernandina Wall of Lisbon present nowadays. That data is of fundamental importance in the conservation and maintenance of this type of architectural heritage.
2. Interventions in the Wall over the Last Years
The Wall has undergone several interventions in recent years, many of which have also targeted the old buildings confining it. Many of them are not (or not yet) documented. As a result, some sections of the Wall are now seen with new renders and plasters.
To the authors’ knowledge, the interventions that were documented were carried out in the last 20 years. The first documented intervention took place in 1998, to the Western section of the Fernandina Wall, namely in the
Jogo da Péla tower (
Figure 2), near the
Martim Moniz square. It was carried out by geologist Rui Brito in the context of his dissertation, in straight collaboration with the Lisbon City Council. It was intended to provide information on plastering and jointing mortars used between stone masonry blocks, as well as on the rocky substrate at the site of the tower. Laboratory tests revealed that the original mortars were mainly composed of air lime (CaCO
3) and silica sand. Based on a macroscopic examination, the stones used for the masonry were classified into four different types: two sandstones, one fine-grained and the other very fine-grained, and marl and shell limestones [
17].
The 2014 intervention on
António Maria Cardoso street, in the historic center of Lisbon (
Figure 2), focused on identifying the conservation state of the Western section of the Wall. Recommendations were made in order to preserve and restore the original characteristics of the walled structure. Inside one building, rammed earth main walls were identified in a reasonable state of preservation, including the concavities of the wooden needles inherent to its construction. Extending outside the building, one of the sections of the Wall presented a severe state of degradation, mainly owing to the impact of atmospheric agents. Air lime mortar and small pieces of bricks were, respectively, used to fill the existing smaller and larger gaps. After filling these gaps, the walls were rendered with two layers of natural hydraulic lime (NHL) mortar, the first layer with a proportion of 1:3 (NHL: sand) in mass, and the second of 1:4. In addition, the cement mortar render found in the interior of the building was removed and replaced with NHL mortars [
18].
In 2016, several interventions were carried out to the Eastern section of the Wall, particularly in the
São Vicente de Fora parish (
Figure 2). The first intervention arose due to the construction of sanitary facilities in a tourist accommodation that was in direct contact with the Wall. Rammed earth was proven to be the construction technique used in this section. Although a visual analysis of the wall did not provide information concerning the composition of the plasters, which were possibly the original ones, the notorious exposure to which the rammed earth walls were subjected was very evident. It was also observed that there were gaps at the base of the RE walls which, due to the lack of protection, accentuated the material degradation of the structure. Therefore, it was proposed to reinforce the stone masonry basement of the rammed earth walls with a bedding NHL mortar. The application of an NHL mortar of a color similar to that of the existing ones was additionally recommended, aiming to fill and repair cracks, holes and joints. Once the RE showed signs of moisture, it was suggested that a hollow brick masonry wall (coated from the inside with tiles or other similar coat) should be constructed between the Wall and the compartments in contact with it, to prevent future moisture problems [
19]. However, if the air layer between the RE wall and the indoor masonry wall is not ventilated, this intervention can introduce high levels of relative humidity in that layer and damage the RE wall.
In another intervention, carried out in 2016 in the same Eastern section of the Wall, a preliminary visit was conducted to the site located in
Graça parish, currently occupied by a car park (adjacent to the
Gil Vicente School North Wall, not far from
Graça square), which allowed for the performance of a visual analysis and several archaeological surveys (
Figure 2). Some RE sections were found to be coated with non-original cement-based renders and, at the very top of the wall, brick capstones applied long after its construction were observed. The archaeological surveys found traces of a small entrance (postigo) and, through the analysis of a west facing Wall sector, it was possible to establish the settlement of the first layer of RE in the site’s geological substrate [
20].
The archaeological interventions to the Fernandina Wall involved four surveys. In the first, carried out in the west wall of this Eastern sector, the rocky substrate that constitutes the Wall was visibly altered. A lengthier survey of the same location revealed that it was a turret, the third present in this section of the Wall. The second survey confirmed the heterogeneity of the material composition of the Wall, namely in terms of the rendering mortars, with different constituent elements. Beneath the render, the original structure of the Wall revealed an RE construction, which presented four distinct layers of varying composition and thickness. The Wall’s constructive system was, thus, visualized and identified, noting the upper and lower limits of the formworks, the joints and some voids left by the formworks [
8]. In the third and fourth surveys carried out in the northern section of this Eastern sector and inside a small opening, respectively, the existence of RE was once again confirmed, this time in a turret, and in a small entrance made of rigged limestone masonry.
During the archaeological and urbanistic works carried out between 2007 and 2008 in the
Chafariz de Dentro square, excavations allowed access to the Eastern fluvial section of the Fernandina Wall. One of the two towers in this section was identified by observation of a stairway path along the top of the Wall. The Wall’s foundation ditches were also uncovered by these excavation works. It was found that wooden planks had been used as formworks and that timber had also been used to build other elements, such as scaffolding and shores (props) [
21]. Hence, it was possible to gain greater knowledge on the methods employed in the construction of the Wall.
In 2016, main walls of the Eastern fluvial section were discovered during rehabilitation works on buildings located on
Terreiro do Trigo street (
Figure 2). Concerning the RE walls, chipping was performed, which permitted identification of the formworks used, as well as the voids left by the formworks’ pieces at the time of the Wall’s construction. Several mortars were identified, mostly lime mortars with ceramic fragments, siliceous sand and calcareous aggregates. Nevertheless, some of the identified materials are non-original, being applied over the years, sometimes without the necessary compatibility with the original materials. In the north-facing section of this Eastern fluvial section, the internal part of the Wall was noted as being composed of irregular stone masonry with mortars with ceramic and calcareous aggregates, pebbles and bone fragments [
22].
Many of the interventions carried out were archaeological, to document the site and structures, and did not involve the characterization of materials. Therefore, it was intended to proceed to a material characterization of the employed mortars and the RE. In this paper, a chemical and mineralogical characterization is presented. In a forthcoming paper, it is foreseen to present a physical-mechanical characterization.
6. Conclusions
The existent rammed earth (RE) buildings and, particularly those in military RE, are an integral part of Lisbon’s military, cultural, social and architectonic heritage. Hence, for their effective conservation and preservation, knowledge of the original techniques and materials employed is imperative. Nevertheless, and due to a neglect on these structures, it is also fundamental to have adequate information of the conservation interventions held over the years, namely to learn about the original characteristics, to ensure that previous conservation mistakes are not made again and that good practices can be disseminated.
The Fernandina Wall of Lisbon is an impressive defensive structure that was constructed in the second half of the 14th century. Its construction was carried out in a very short period of time, between 1373 and 1375, using limestone from the Lisbon region, air lime and earth. Several elements are visible in the 21st century around the old quarters of Lisbon, attesting to its greatness and durability, as its main walls, towers, turrets or former gates.
This work was focused on collecting and analyzing information about past interventions, its conservation state and the general composition of some Wall’s sectors. Masonry mortars and RE samples were extracted from nine different sites of the Fernandina Wall, and mainly its chemical and mineralogical characterization assessed.
The sites analyzed in the Western Wall section are manly constituted by rubble stone masonry, with the exception of the site closer to river Tagus in Bragança Terraces Complex, where both RE and limestone ashlar masonry were used. The limestone ashlars were also used in the eastern fluvial section of the Wall, where stone blocks were layered with a lime mortar. In opposition, in the Western section of the Wall, the RE was the main material used, while the rubble stone masonry was the most used material in the Western fluvial section.
Calcitic air lime was the binder used in masonry mortars. In some sites, traces of hydraulic binders were also found, their presence being attributed to 20th century interventions. With few exceptions, the grain size distribution of the aggregates is similar. However, their compositions vary according the wall sections analyzed.
RE samples shows also the use of air lime as additive, confirming that the construction technique used was the military rammed earth. Although, these RE are poorer in lime content when compared with others RE used in Iberian Peninsula in the same period.
As in the case of sands used for masonry mortars, the use of earths of different composition was also found in RE. Besides, siliceous sands and coarse limestone aggregates were also found in RE sections of the Wall. The heterogeneous grain size distribution of the aggregates confirms the use of different earth sources in the RE manufacture. One RE sample also contains traces of the use of a hydraulic binder, an indicator of 20th century repair works.
This work shows that materials with different composition and binder:aggregate ratios were employed in the construction of the Fernandina Wall of Lisbon. This variety and heterogeneity is observed not only in the different elements or Wall sections, as well as in the same site analyzed. That may be due to the limited construction period and the need of large contents of raw materials. The use of both RE and rubble stone sectors in different sections of the Wall can be due to the availability of materials, but also with the professional labor skills that were built the defensive Wall.
It is expected that the information obtained in this work about the composition and formulation of bedding mortars and RE used in the construction of the Fernandina Wall of Lisbon will be a contribution to carry out future conservation interventions properly supported and guarantying the compatibility with the original materials.