TY  - JOUR
T1  - Experimental Evaluation of Multi-Layer Brick and Adobe Materials
TT  - Çok Katmanlı Tuğla ve Kerpiç Malzemelerin Deneysel Değerlendirilmesi
AU  - Kıpçak, Fırat
AU  - Erdil, Barış
PY  - 2025
DA  - August
Y2  - 2025
DO  - 10.54365/adyumbd.1702071
JF  - Adıyaman Üniversitesi Mühendislik Bilimleri Dergisi
PB  - Adıyaman University
WT  - DergiPark
SN  - 2149-0309
SP  - 266
EP  - 280
VL  - 12
IS  - 26
LA  - en
AB  - The walls constituting the masonry structural system are quite fragile. As the wall height increases, the fragility increases as the number of units and joints increases. In walls made of brick and adobe material, more fragile structures are built due to the small number of units. There are not enough studies on how the increase in units changes the compressive strength of the wall. In this context, the study investigated the compression change in multi-layer brick and adobe materials due to the increase in height. Lime mixed mortar was used between the brick units while clay, fiber and water mixed mortar with the same properties was used between the adobe units. In the study, material properties of bricks, adobe and mortars were determined. It was determined that the compressive capacity decreased significantly as the wall height increased. According to the data obtained, an equation was proposed to predict the compressive capacity depending on the wall height for walls made of brick and adobe materials. The proposed equation and experimental results were found to be consistent.
KW  - Brick
KW  - Adobe
KW  - Multi-layer slenderness
KW  - Compression test
N2  - Yığma yapı taşıyıcı sistemini oluşturan duvarlar oldukça narindir. Duvar yüksekliği arttıkça birim ve derz sayısı arttığı için narinlik artmaktadır. Tuğla ve kerpiç malzemesi ile yapılmış duvarlarda birimlerin küçük olması nedeniyle daha narin yapılar inşa edilmektedir. Birimlerin artışı duvar basınç dayanımını nasıl değiştirdiğine dair çalışma yeteri düzeyde bulunmamaktadır. Bu bağlamda çalışmada üst üste konulmuş tuğla ve kerpiç malzemelerinde yükseklik artışına bağlı olarak basınç değişimi araştırılmıştır. Tuğla birimleri arasında kireç karışımlı harç kullanılırken kerpiç birimleri arasında aynı özelliklere sahip kil, lif ve su karışımlı harç kullanılmıştır. Çalışmada tuğla, kerpiç ve harçların deneyleri yapılarak malzeme özellikleri belirlenmiştir. Duvar yüksekliği arttıkça basınç kapasitesinin önemli düzeyde düştüğü belirlenmiştir. Elde edilen verilere göre tuğla ve kerpiç malzemeleriyle üretilen duvarlar için duvar yüksekliğine bağlı olarak basınç kapasitesini tahmin etmek için denklem önerilmiştir. Önerilen denklem ve deney sonuçlarının tutarlı olduğu bulunmuştur.
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UR  - https://doi.org/10.54365/adyumbd.1702071
L1  - https://dergipark.org.tr/en/download/article-file/4882402
ER  -