Prospective Study 1:  Aqueduct Carthage-Zaghouan, Tunisia

Prepared by:

Department of Geology
Universitat Autónoma de Barcelona

 

Comments and conclusions

The materials

a) The stones

The results concerning the natural material show the use of different materials in the aqueduct, mainly Oligocene sandstone forming the majority of the blocks in the studied area. The other materials have been used in very specific parts of the aqueduct.

The petrographic analyses comparing the materials deriving from the quarry and from the monument suggest minimal differences.

In the case of sandstone the differences are limited to the presence/absence of accessory minerals (chert in the quarry and volcanic quartz and zircon in the monument). Anyway, the above quoted differences are due to changes in the depositional environment for instance: concentration of some minerals depending on their hydrodynamic behavior. The differences are never associated to alterations produced once the materials are placed in the monument

The sampling at the Roman quarry and further development of the mineralogical and geological study will contribute to clarify many mainly questions on the Roman building phases and the later restorations. 

Regarding to the Eocene limestone there is a very good correspondence when comparing analysis from the quarry and the monument.

b)  The mortars and concrete

In the materials used in the concrete, particularly in the contact stone-mortar, it is observed that the porous are filled of mortar.

The artificial materials, mortar and concrete, are widely used in the aqueduct building. There are not important weathering actions because the climate are usually very dry and the material are in good condition. All the problems could be focused on structural aspects (Mas-Guindal 1992)

Normally, mortars used in the Roman conduits present the following disposition:

a)      a internal coarser-grained mortar placed upper the concrete that filled the pillars and the arches,

b)      a second mortar with small fragments of red ceramics suggesting the use of fine debris from the mosaic industry as load in the concrete,

c)      finally, a very fine-grained mortar impervious to water  used as plaster. In the internal conduits surface, a crystalline calcareous crust was settled over.

In the successive interventions a high quality mortars were used, and their conservation state is also very good.

At least three types of bonding materials can be distinguished: Roman and Haphside mortars (fine-grained aggregates) and Roman concrete with stones and large particles embedded as aggregates in the mortar filling the pillars and the arches. Mineralogical analysis showed that all mortars are essentially composed of calcite and quartz with minor vaterite. Roman mortars display a higher content in the fine-grained aggregate (sand) comparatively to the Haphside bulk mortar in reconstructed structural elements, pillars and arches

Mortars used in constructing Roman conduits present a great diversity. A layer of very fine-grained mortar impervious to water (stucco) was coarser-grained mortar. Quite frequently this mortar carries crystals of rare minerals (like feldspars, amazonite and adularia) along with small fragments of red ceramics.

 

The structure

There are in the aqueduct many portions that need an urgent intervention in order to save their integrity. Also it is necessary to organize a global planning for determine the interventions more important at present. Finally it is very interesting to make a complete documentation of the restoration works, that has been realized at the present time (Hassine 1998).

The study of stones and mortars and the characterization of their actual decay state has been considered (Chiari 1992).

The study of stones (limestone and sandstone) from the monument and from surrounding quarries-in some cases recognized as having been used in roman times-was considered a major task with the aim of identifying possible sources of adequate materials for restoration purposes. (Casatany 1955, Burrollet 1975, Ghaumi 1980)