Archaeometric investigation of the construction materials of Roman (Caracalla) Bath in Ankara

Download
2018
Tanrıverdi, Zeynep
In this study, the characteristics, technologies, provenance, compatibility, durability and deterioration problems of the original materials (stone, stone tessera, brick, mortar, and plaster) used in the construction of the Roman Bath in Ankara are identified through archaeometric methods, such as basic physical and physicomechanical tests (bulk density, effective porosity, water absorption capacity, ultrasonic pulse velocity, hardness tests), and compositional, mineralogical, and chemical analyses (binder aggregate ratio and particle size distribution analyses, gravimetric analysis, salt content tests – spot salt analysis and electrical resistivity – petrographical thin section optical microscopy analysis, Raman analysis, SEM-EDX analysis and, XRF analysis). Firstly, stones are classified into five groups as andesite, limestone, marble, sandstone, and tuff. The provenance of the stones is Hüseyingazi-Kale for andesite, Haymana for limestone, Afyon marble quarry (Antique Marble Quarry) for marble and, Memluk Yuva Village for sandstone and tuff. The durability is low for andesite, sandstone, and tuff while for marble is moderate and for limestone is high. Salination (as phosphate, sulphate and carbonate salts) is the most important deterioration problem for all types of stones. Stone tesserae are in radiaolarite rock group from Elmadağ Irmak Village and low durability. Secondly, the brick work results show that the raw material characteristics and sources of clay in all bricks (structural brick, pilae, and pipe) are the same and local formation. It is the conclusion that the bricks were produced in the same mills, ateliers and in the same period. All original bricks have firing temperature of around 900°C, a porous texture, and a rich composition as to minerals and rock type. However, structural bricks are more durable compared by pilae. The source of the clay material used was found to be METU forest and environs of Cevizlidere for Brick Gr1, Brick Gr2, Brick Gr4, and Brick Gr7, Yenidoğan for Brick Gr3, Brick Gr5, and Brick Gr6, and Tandoğan for Brick Gr8. On the other hand, the aggregates used in the production of the brick materials are basically andesite, granite, and metagrovac, which originate from the local formations of Hüseyingazi Kale, Bala Köprüköy, and southern Ankara, respectively. Besides, all bricks have low durability and the sources of their deterioration are mostly salt, moisture, and biological factors. Thirdly, mortars and plasters composed of traditional 2:1 aggregate:binder ratio have rich, homogeneous particle distribution the majority of which are angular coarse aggregates. The production technology of the structural mortars is of more quality than the pilae mortars. However, the structural mortars in Caldarium (hot room) are more qualified than the ones used in Tepidarium (warm room). While the raw material characteristic, source, and production technologies of the mortars are varied according to in which section of the Bath and for which function they are used, these properties are similar for all original plasters. Thus, the plasters probably were produced in local ateliers and around the same time. Binder material for the mortars and plasters are lime with brick fragments. The lime types of mortar and plaster are cement or natural cement (C/NC) category and highly durable. Finally, the results of garnered for each type of material are evaluated together, and the contributions made by each of the materials to the architecture, construction, and heating and water supply system of the Bath are determined. Aside from this, these findings are reevaluated in terms of social context, revealing new knowledge about the history, archeology, architecture of the Bath, and enabling the reformulation of views on social, cultural, economic, and political life in Roman Period’s Ankara.

Suggestions

Shear strength of cement-grout borehole plug
Akgün, Haluk (2000-01-01)
The theoretical normal stress and shear strength distributions along the plug-rock interfaces of axially loaded expansive cement-grout borehole plugs cast in rock cylinders, determination of interfacial shear strength parameters, and experimental analyses of plug-rock mechanical interactions are presented as a function of uniform curing and testing temperature and of borehole size. The results of the back analysis show that the angle of internal friction along the plug-rock interface remains almost constant...
Numerical investigation of coupled heat and mass transfer inside the adsorbent bed of an adsorption cooling unit
Solmus, Ismail; Rees, D. Andrew S.; Yamali, Cemil; Baker, Derek Keıth; KAFTANOĞLU, BİLGİN (2012-05-01)
In this study, the influence of several design parameters on the transient distributions of temperature, pressure and amount adsorbed in the radial direction of a cylindrical adsorbent bed of an adsorption cooling unit using silica gel/water have been investigated numerically. For this purpose, a transient one-dimensional local thermal non-equilibrium model that accounts for both internal and external mass transfer resistances has been developed using the local volume averaging method. For the conditions in...
Integrated analysis of pressure response using pressure-rate convolution and deconvolution techniques for varied flow rate production in fractured formations
Al-Rbeawi, Salam (Elsevier BV, 2018-03-01)
This paper introduces an integrated analysis for pressure transient behavior of conventional and unconventional multi-porous media reservoirs considering varied flow rate conditions. It focuses on the applications of pressure-rate convolution and deconvolution techniques for analyzing pressure records of homogenous single porous media, double porous media, and triple porous media reservoirs. The tasks covered in this paper are: Deconvloving pressure response, characterizing and developing analytical models ...
Lateral stiffness of steel plate shear wall systems
Topkaya, Cem (Elsevier BV, 2009-08-01)
The accuracy of the finite element method and strip method of analysis for calculating the lateral stiffness of steel plate shear wall (SPSW) systems is assessed by making comparisons with experimental findings. Comparisons revealed that while both methods provide acceptable accuracy, they also require the generation of sophisticated computer models. In this paper, two alternative methods are developed. The first one is an approximate hand method based on the deep beam theory. The classical deep beam theory...
SENSITIVITY OF RADIATION MODELING TO PROPERTY ESTIMATION TECHNIQUES IN THE FREEBOARD OF LIGNITE- FIRED BUBBLING FLUIDIZED BED COMBUSTORS ( BFBCs)
Ozen, G.; Selçuk, Nevin (2014-05-04)
Predictive accuracy and computationally efficiency of method of lines (MOL) solution of the discrete ordinate method (DOM) coupled with different radiative property estimation techniques (GG, SLW, SNBCK) are assessed by applying them to the prediction of incident radiative fluxes along the freeboard walls of a 0.3 MWt atmospheric bubbling fluidized bed combustor (ABFBC) and comparing their predictions with measurements generated previously from two runs one without and the other with recycle. Freeboard is t...
Citation Formats
Z. Tanrıverdi, “Archaeometric investigation of the construction materials of Roman (Caracalla) Bath in Ankara,” Ph.D. - Doctoral Program, Middle East Technical University, 2018.