|
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 |
|
|
|