Ingenieurwissenschaften und zugeordnete Tätigkeiten
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- Zeitschriftenartikel (3) (entfernen)
Schlagworte
- Archaeology (1)
- Compressive strength (1)
- Earth block masonry (EBM) (1)
- Feuchtesorption (1)
- Historical earthen building (1)
- Lüftung (1)
- Materials characterization (1)
- Naturbaustoffe (1)
- Partial safety factor (1)
- Rammed earth (1)
This study assesses the structural vulnerability of part of a later medieval earthen building at
Ambel (near Zaragoza, Spain), once a preceptory or monastic house belonging to the Military
Orders. An inspection of its morphology and materials coupled with the results of an extensive
campaign of static monitoring reveals marked structural inhomogeneities, the product of more
than a thousand years of construction, failure, and repair from the 10th century to the present
day. Building materials are inappropriately juxtaposed, there are discontinuities between construction
phases and fundamental concerns remain over the long-term stability of the structure.
The current condition of the structure is mainly influenced by structural discontinuities introduced
at the time of construction, the unintended consequences of repair and modification and the
material decay that has affected the base of the rammed earth walls. The overall findings of the
static monitoring show that there is no related damage, variations in crack widths are related to
the building seasonal cycle. While static analysis is an essential prerequisite before a suitable
maintenance program can be fully defined, this study argues that no evaluation of the structural
behavior of any historic building can afford to ignore its archaeological “biography” of modification
and repair.
The main aim of the research was the development of a first valid database for material parameters of earth block masonry (EBM) with particular regard to statistical characteristics. A solid database is needed for the determination of the materials partial safety factor. Therefore, compressive strength tests were carried out with two types of earth blocks and two types of prefabricated earth mortar.
The evaluation has shown that the mean variation of the compressive strength was remarkably less than expected, which indicates high quality standards of the components earth block and mortar with regard to industrial production. Using the reliability method, a partial safety factor for EBM subjected to compression was determined on the basis of these test results. The findings have shown that a common calculation method for EBM based on partial safety factors following the valid masonry construction standard is feasible.
Im Rahmen des EU-Forschungsvorhabens [H]house wurden Holz, Lehm und Naturfasern in Bezug auf Feuchtesorption und Schadstoffe untersucht und mit konventionellen Materialien verglichen. Weiter entwickelte Innenwandsysteme und Innendämmungen wurden ebenfalls untersucht. Auf dieser Basis wurden Holz- und Lehm-Bausysteme ohne Lüftungsanlage entwickelt und angewendet.