Image Catalogue | Page 5230 | Çatalhöyük Research Project

Thumbnail	Description	Keywords	Photographer	Year	Mound	Unit	Feature	Feature Type	Building	Associated Building	Associated Feature	Space	Associated Space	Find	Sample	Lab Record
	The bottoms of the bins F2004 and F2005 prior to their excavation and after the removal of the bins walls	Bin	Maciej Chylenski	2013	East	11959, 11953	2004, 2005			52			93
	The bottoms of the bins F2004 and F2005 prior to their excavation and after the removal of the bins walls	Bin	Maciej Chylenski	2013		11953, 11959	2004, 2005			52			93
	Sp.87 infill	Infill, Daily Sketch	Aroa Garcia-Suarez	2013	East	20627				114			87
	Daily sketch of B.102	Daily Sketch	Stella Macheridis	2013			7101, 3692		102
	particularies of the spaces 488, 489. western face of wall F.3627-the eastern wall of mentioned spaces. One of the inaccuracy is evidenced within Eastern wall (F. 3627) in particular in a slumping first fife brick courses (U.20676) Eastern ward, and then performing thicker mortar (U.20677) just to maintain a flat and horizontal level after the fault. The 6th course of the bricks was in that case a kind of repairing phase that is emphasized by the presence of a ledge. The overhangs (5-8cm) attempted to keep vertical line in subsequent upper part of the wall, that started submerging just after setting the first mentioned courses due to unstable (midden-like) ground.	Brick	Arek Klimowicz	2013	East	20676	3627			108			84
	particularies of the spaces 488, 489. western face of wall F.3627-the eastern wall of mentioned spaces. One of the inaccuracy is evidenced within Eastern wall (F. 3627) in particular in a slumping first fife brick courses (U.20676) Eastern ward, and then performing thicker mortar (U.20677) just to maintain a flat and horizontal level after the fault. The 6th course of the bricks was in that case a kind of repairing phase that is emphasized by the presence of a ledge. The overhangs (5-8cm) attempted to keep vertical line in subsequent upper part of the wall, that started submerging just after setting the first mentioned courses due to unstable (midden-like) ground.	Brick	Arek Klimowicz	2013	East	20676	3627			108			84
	particularies of the spaces 488, 489. western face of wall F.3627-the eastern wall of mentioned spaces. One of the inaccuracy is evidenced within Eastern wall (F. 3627) in particular in a slumping first fife brick courses (U.20676) Eastern ward, and then performing thicker mortar (U.20677) just to maintain a flat and horizontal level after the fault. The 6th course of the bricks was in that case a kind of repairing phase that is emphasized by the presence of a ledge. The overhangs (5-8cm) attempted to keep vertical line in subsequent upper part of the wall, that started submerging just after setting the first mentioned courses due to unstable (midden-like) ground.	Brick	Arek Klimowicz	2013	East	20676	3627			108			84
	particularies of the spaces 488, 489. western face of wall F.3627-the eastern wall of mentioned spaces. One of the inaccuracy is evidenced within Eastern wall (F. 3627) in particular in a slumping first fife brick courses (U.20676) Eastern ward, and then performing thicker mortar (U.20677) just to maintain a flat and horizontal level after the fault. The 6th course of the bricks was in that case a kind of repairing phase that is emphasized by the presence of a ledge. The overhangs (5-8cm) attempted to keep vertical line in subsequent upper part of the wall, that started submerging just after setting the first mentioned courses due to unstable (midden-like) ground.	Brick	Arek Klimowicz	2013	East	20676	3627			108			84
	particularies of the spaces 488, 489. western face of wall F.3627-the eastern wall of mentioned spaces. One of the inaccuracy is evidenced within Eastern wall (F. 3627) in particular in a slumping first fife brick courses (U.20676) Eastern ward, and then performing thicker mortar (U.20677) just to maintain a flat and horizontal level after the fault. The 6th course of the bricks was in that case a kind of repairing phase that is emphasized by the presence of a ledge. The overhangs (5-8cm) attempted to keep vertical line in subsequent upper part of the wall, that started submerging just after setting the first mentioned courses due to unstable (midden-like) ground.	Brick	Arek Klimowicz	2013	East	20676	3627			108			84
	particularies of the spaces 488, 489. western face of wall F.3627-the eastern wall of mentioned spaces. One of the inaccuracy is evidenced within Eastern wall (F. 3627) in particular in a slumping first fife brick courses (U.20676) Eastern ward, and then performing thicker mortar (U.20677) just to maintain a flat and horizontal level after the fault. The 6th course of the bricks was in that case a kind of repairing phase that is emphasized by the presence of a ledge. The overhangs (5-8cm) attempted to keep vertical line in subsequent upper part of the wall, that started submerging just after setting the first mentioned courses due to unstable (midden-like) ground.	Brick	Arek Klimowicz	2013	East	20676	3627			108			84
	particularies of the spaces 488, 489. western face of wall F.3627-the eastern wall of mentioned spaces. One of the inaccuracy is evidenced within Eastern wall (F. 3627) in particular in a slumping first fife brick courses (U.20676) Eastern ward, and then performing thicker mortar (U.20677) just to maintain a flat and horizontal level after the fault. The 6th course of the bricks was in that case a kind of repairing phase that is emphasized by the presence of a ledge. The overhangs (5-8cm) attempted to keep vertical line in subsequent upper part of the wall, that started submerging just after setting the first mentioned courses due to unstable (midden-like) ground.	Brick	Arek Klimowicz	2013	East	20676	3627			108			84
	particularies of the spaces 488, 489. western face of wall F.3627-the eastern wall of mentioned spaces. One of the inaccuracy is evidenced within Eastern wall (F. 3627) in particular in a slumping first fife brick courses (U.20676) Eastern ward, and then performing thicker mortar (U.20677) just to maintain a flat and horizontal level after the fault. The 6th course of the bricks was in that case a kind of repairing phase that is emphasized by the presence of a ledge. The overhangs (5-8cm) attempted to keep vertical line in subsequent upper part of the wall, that started submerging just after setting the first mentioned courses due to unstable (midden-like) ground.	Brick	Arek Klimowicz	2013	East	20676	3627			108			84
	particularies of the spaces 488, 489. western face of wall F.3627-the eastern wall of mentioned spaces. One of the inaccuracy is evidenced within Eastern wall (F. 3627) in particular in a slumping first fife brick courses (U.20676) Eastern ward, and then performing thicker mortar (U.20677) just to maintain a flat and horizontal level after the fault. The 6th course of the bricks was in that case a kind of repairing phase that is emphasized by the presence of a ledge. The overhangs (5-8cm) attempted to keep vertical line in subsequent upper part of the wall, that started submerging just after setting the first mentioned courses due to unstable (midden-like) ground.	Brick	Arek Klimowicz	2013	East	20676	3627			108			84
	particularies of the spaces 488, 489. western face of wall F.3627-the eastern wall of mentioned spaces. One of the inaccuracy is evidenced within Eastern wall (F. 3627) in particular in a slumping first fife brick courses (U.20676) Eastern ward, and then performing thicker mortar (U.20677) just to maintain a flat and horizontal level after the fault. The 6th course of the bricks was in that case a kind of repairing phase that is emphasized by the presence of a ledge. The overhangs (5-8cm) attempted to keep vertical line in subsequent upper part of the wall, that started submerging just after setting the first mentioned courses due to unstable (midden-like) ground.	Brick	Arek Klimowicz	2013	East	20676	3627			108			84
	particularies of the spaces 488, 489. western face of wall F.3627-the eastern wall of mentioned spaces. One of the inaccuracy is evidenced within Eastern wall (F. 3627) in particular in a slumping first fife brick courses (U.20676) Eastern ward, and then performing thicker mortar (U.20677) just to maintain a flat and horizontal level after the fault. The 6th course of the bricks was in that case a kind of repairing phase that is emphasized by the presence of a ledge. The overhangs (5-8cm) attempted to keep vertical line in subsequent upper part of the wall, that started submerging just after setting the first mentioned courses due to unstable (midden-like) ground.	Brick	Arek Klimowicz	2013	East	20676	3627			108			84
	Ashy ring in heart exposed	Layer, Hearth	Stella Macheridis	2013		20693	3692			102			17
	Ashy ring in hearth exposed	Layer, Hearth	Stella Macheridis	2013		20693	3692			102			17
	Red plaster layer 20634 sinking towards wall F1577	Layer, Plaster	Remi Hadad	2013	East	20634	1577			52			94
	Red plaster layer 20634 sinking towards wall F1577	Layer, Plaster	Remi Hadad	2013	East	20634	1577			52			94
	Cut for hearth, 20695 (obs no wrong on tablet)	Hearth, Cut	Stella Macheridis	2013		20695	3692			102			17

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