2478
Proceedings of the 18
th
International Conference on Soil Mechanics and Geotechnical Engineering, Paris 2013
Table 1
Fig.1. Combined plan of foundations, strengthening constructions and settlement marks
Fig. 2. Monitoring results of foundations settlements
Dates of measurement (days) and settlements (mm) from the moment of last measuring
24.
11.
2007
20.
02.
2008
10.
04.
2008
07.
05.
2008
02.
09.
2008
15.
04.
2009
16.
11.
2009
20.
01.
2010
16.
05.
2010
16.
06.
2010
09.
07.
2010
Mark number (fig.1)
Settleme
nt for the
previous
period,
mm
7
88
50
27
118
225
217
63
116
31
23
Settleme
nt for
958 days
of
observati
on, mm
Strengthe
ning
Foundation
type
М7
0
0
1,8
8,0
3,7
0
0
0,5
0
2,1
0
0
16,1
–
post
М14
0
0
2,6
5,8
0
0,9
0
9,7
0,5
1,2
0
0
20,7
–
strip
М26
1
0
0
1,9
2,5
0
2,1
0,7
0
0,9
0
0
9,1
–
strip
М27
1
0
5,4
14,0
6,1
5,9
9,2
21,5 17,0
3,3
0
0
83,4
–
strip
М29
0
0
6,2
11,7
5,2
2,3
10,2 13,8
2,1
1,2
0
0
52,7
–
strip
М31
50
0
0
0
1,4
8,5
7,7
21,8
2,0
1,3
0
0
92,7
JGP
post
