Civil Engineering Reference
In-Depth Information
A
B
C
D
E
E.2
F
Location of extensometers (EM)
SB1
C19
14
C20
C19
C19
Location of load cells (LC)
B5 71
SSL=-17.25 (B5)
Location of instrumented piles (CP)
13
C22
C19
C17
C17
SSL-17.16
SB1
(Piezometers not shown)
SB1
12
C19
SB1
SSL=-17.25 (B5)
C17
C17
C19
B5 72
B5 70
11.8
C19
SB1
SSL=-17.25 (B5)
C21
11
SSL=-17.25 (B5)
C19
B5 58
C19
C17
C17
SB10
SSL=-17.25 (B5)
SSL=-17.25 (B5)
C19
SSL=-17.25 (B5)
S01
SSL=-17.25 (B5)
B5 59
SSL-17.14
SSL=-17.25 (B5)
SSL=-17.25 (B5)
C21
B5 56
SSL=-17.25 (B5)
C19
B5 54
10
B5 52
SSL=-17.25 (B5)
B5 50
C21
B5 69
C19
B5 73
C17
C22
C22
C17
C22
C21
B5 57
B5 74
SSL=-17.25 (B5)
SSL=-17.25 (B5)
Y3
B5 55
SSL=-17.25 (B5)
B5 53
B5 51
B5 60
R28
C21d
SSL=-17.25 (B5)
Y1
Y2
Y4
Y5
SSL=-17.25 (B5)
B5 61
C21
R27
R21
C24
C24
B5 02
SSL=-17.25 (B5)
9
SR4
C21
x7
SSL-17.11
C19
C17
C17
C23
C24
SSL=-17.25 (B5)
R25
R21
C18
SSL=-17.25 (B5)
SSL-17.15
SR1
SSL-17.16
SB9
SSL-17.36
SSL=-17.25 (B5)
B5 62
B5 86
C21
SSL=-17.25 (B5)
SSL=-17.25 (B5)
B5 87
R23
C3
R31
B5 63
B5 68
B5 04
C13
SSL-17.17
SR6
SSL=-17.25 (B5)
SSL=-17.25 (B5)
C17
C24
SSL=-17.25 (B5)
8
SSL-17.17
SR8
LC3
SSL=-17.25 (B5)
C17
C19
B5 48
B5 49
B5 64
C5
C5
SSL=-17.17(B5)
B5 65
C19
x37
R21
T1
T2
B5 66
LC1
SSL=-17.25 (B5)
EM1
SSL=-17.25 (B5)
x6
C21
x6
SSL=-17.25 (B5)
SSL=-17.25 (B5)
T11
C7
C10
C7
C17
LC4
LC2
7
B5 67
EM2
x5
x5
x4
x3
B5 76
C17
B5
85
SSL-17.16
SB6
SSL-17.17
SR5
SSL-17.18
T15
B5 75
SSL=-17.25 (B5)
x4
SSL-17.16
SR1
CP19
C8
SSL=-17.17(B5)
C8
x3
SSL=-17.25 (B5)
SSL=-17.25 (B5)
CP26
CP2
B5 84
T15
6
x2
x2
C17
C19a
B5 46
B5 47
C19
C17
SSL=-17.25 (B5)
C7
C7
R18
R2
CP8
S96
SSL=-17.17(B5)
SSL-17.18
B5 89
C2
SSL-17.17
SR6
B5 90
SSL=-17.25 (B5)
SSL-17.17
SR6
C5
5
R4
C19a
R16
C3
C21
C19
C17
C17
C21
SSL=-17.25 (B5)
SSL=-17.25 (B5)
B5 88
C21
C3
B5 83
R14
R3
SSL=-17.25 (B5)
B5 45
B5 43
B5 42
x1
x1
C2
SSL-17.13
SR6
C1
C2
B5 77
B5 78
SSL=-17.25 (B5)
SSL=-17.25 (B5)
SR1
B5 01
SSL-17.20
R19
R8
C19a
SSL=-17.25 (B5)
C21
4
SSL=-17.25 (B5)
B5 44
SSL=-17.25 (B5)
C17
C17
C21
C2
C21
SSL=-17.25 (B5)
C21
C21
C11c
C19
SSL=-17.25 (B5)
SSL=-17.25 (B5)
R10
B5 41
SSL=-17.25 (B5)
B5 40
B5 33
SSL=-17.25 (B5)
C19a
B5 31
B5 32
B5 35
C17
C21
3
SSL=-17.25 (B5)
B5 39
SSL=-17.25 (B5)
C17
B5 07
B5 36
C17
C19
C17
C17
C11b
SSL=-17.25 (B5)
SSL=-17.25 (B5)
B5 30
B5 38
SB1
SSL=-17.25 (B5)
SSL=-17.25 (B5)
SSL=-17.25 (B5)
SSL-17.17
B5 34
SSL=-17.25 (B5)
B5 79
SSL=-17.25 (B5)
SSL=-17.25 (B5)
C19a
C21
2
C19
C17
C19
C22
C21a
C21a
C21
B5 82
NUMBERING LEGEND:
SSL=-17.25 (B5)
B5 01
C19a
1.8
SS4
SB1
THE LEVEL (FLOOR) AT WHICH
A TARGET POINT IS POSITIONED
A NUMBER GIVEN TO THE POINT
FOR IDENTIFICATION
B5 80
SSL=-17.25 (B5)
SS10
0.01
T01
LEGEND:
- SUSTAINED TARGET POINT
T01
1
C22
C21
C21
C20
C19
C19
B5 81
BCS-1
NOTES:
1. TA RGET POINTS SHOWN HERE ARE FOR
BASEMENT 5 ONLY,
2. NUMBER OF TA RGET POINT AT THE ABOVE
LEVEL IS 61.
2. -A ''SUSTAINED TA RGET POINTS' ( TO REMAIN ACTIVE
AFTER THE INSTALLAT ION OF CURTA IN WALLS).
4. THIS DRAWING SHOULD BE READ IN CONJUNCTION
WITH DRAWING NOS. HC-WSG-001 TO HC-WSG-007.
A
B
C
D
D.5 E
F 2
G
H
I
Figure 16.7
Plan view of raft structure showing positions of all surveying and monitoring stations (Courtesy of Buro Happold)
