... 6/IV, 11000
, - - - ,
: -
(". " . 72/09, 81/09, 64/10, 24/11, 121/12, 42/13 50/13) (". ",
. 45/2013) (". ", . 101/2005, 123/2007, 101/2011 93/2012) (". " .
10/2014) (". " .100/2012) (. . 1-2012) E (EN 1990, EN 1991, EN
1992, EN 1993, EN 1994, EN 1997 EN 1998)
( ) :1. .1.1. , , SRPS EN 1990 SRPS EN 1991. e , SRPS EN
1998.
1.2. :
1.3. : 2. 3. UIC 778-4R Defects in railway bridges and
procedures for maintenance UIC 774-3R Track / bridge interaction
Recommendations for calculations UIC 776-2R Design requirements for
rail-bridges based on interaction phenomena between train, track
and bridge :
UIC 778-4R Defects in railway bridges and procedures for
maintenance Sustainable Bridges - Assessment for Future Traffic
Demands and LongerLives SB9.2
-
, - - -
: - , - , 3000m.
o , :
, , ( , , , , ),
(EVROKOD 7, EN 1997-2, '' . 37/88'')
:
( ), -
(CPT ).
- :
,
-w,
-,
-d,
-c, ,
-s, - ,
-Kh
- vp i vs .
, . 200N.
, .. CPT
1 41+555.18 25m-30m-
2- 42+351.63 5m-6m-
42+862
3- 43+150.80 6m-20m-
4 45+604.51 30m-
5- 49+928.25 10m-
6 51+423.25 25m-30m
7- 52+757.06 15m
54+032
8- 1 55+665.50 1 - 25m-30m
8- 2 55+665.50 2 -
9 59+128.4426 25m 35m16
10 60+859.38 25m
11 63+258.18 25m
66+161
12 67+042.47 25m-35m
13 67+515.95 20m
. CPT
71+897
14 72+212.14 20m
15- 72+497.26 25m
16 73+472.08 25m
17 74+807.33 25m
18 75+838.01 25m
19- 1 76+927.80 1 - 25m
19- 2 76+927.80 2 -
20- 1 77+257.69 1 - 25m
20- 2 77+257.69 2 -
21
22 77+126.30 - . 25m
23 77+395.76 - . 25m
5 5
