ELSEVIER GEO-ENGINEERING BOOK SERIES VOLUME 5 Part 3 ppsx
ELSEVIER GEO-ENGINEERING BOOK SERIES VOLUME 5 Part 3 ppsx
... Profile, m
Amplitude of Asperities, mm
20
16
12
10
8
6
5
4
3
2
1
0 .5
0.1
0.2
0 .3
0 .5
1.0
2
3
5
10
20
30
50
100
200
30 0
0.1 0.2
0 .3
0 .5
1.0
2
3
51 0
Fig. 7.2 Assessment of JRC from amplitude of asperities ... equation
(6.10) (MPa)
(1) (2) (3)
0 .5 2.7 0.86
1 2.2 0.7
2 1 .5 0.4 75
3 1.2 0 .38
4 1.0 0 .31 7
5 0.8 0. 25
01 23 456
0.2
0.4
0.6
0.8
1.0
Boundary...
ELSEVIER GEO-ENGINEERING BOOK SERIES VOLUME 5 Part 1 potx
... directly from Elsevier s Rights Department in Oxford, UK: phone (+44) 18 65
8 438 30, fax (+44) 18 65 8 53 33 3, e-mail: permissions @elsevier. com. Requests may also be completed on-line
via the Elsevier ... or
schistose
90–99 0–0.5B Same as Table 3. 2
III. Massive
moderately
jointed
85 95 0–0.25B Same as Table 3. 2
IV. Moderately blocky
and seamy
75 85 0.25B–0. 35 (B + H
t
) Ty...
ELSEVIER GEO-ENGINEERING BOOK SERIES VOLUME 5 Part 2 pps
... B
−0.1
<H< ;36 0 N
0 .33
· B
−0.1
)
1–2 1 .5
2. Mild squeezing
(36 0 N
0 .33
· B
−0.1
<H< 450 N
0 .33
· B
−0.1
)
2 3 1.2
3. Mild to moderate squeezing
( 450 N
0 .33
· B
−0.1
<H< ;54 0 N
0 .33
· B
−0.1
)
3 4 ... squeezing
(54 0 N
0 .33
· B
−0.1
<H< 630 N
0 .33
· B
−0.1
)
4 5 0.8
5. High squeezing
( 630 N
0 .33
· B
−0.1
<H<800 N
0 .33
· B
−0.1
)
5 7...
ELSEVIER GEO-ENGINEERING BOOK SERIES VOLUME 5 Part 4 doc
... 2
40–10 15 23 >10 0. 05 1 .5 2 m ≤ 2 ,3 b
40–10 15 23 >10 0. 05 1 .5 2 m 50 –100 mm 2 ,3 c
40–10 9– 15 0. 05 1 .5 2 m
≤ 2,4 b
40–10 15 40 >10 0. 05 1 .5 2 m ≤ 2 ,3 ,5 b
40–10 15 40 >10 0. 05 1 .5 2 m 50 –100 ... (1980)
40–10 30 – 65 > 15 0. 05 1 .5 2 m ≤ 2,6,7, 13 b
40–10 30 – 65 > 15 0. 05 1 .5 2 m 50 –100 mm 2,6,7, 13 c
10–4 3 .5 9 > ;30 0.10 ≤...
ELSEVIER GEO-ENGINEERING BOOK SERIES VOLUME 5 Part 5 doc
... good quality
rock mass
4,1 4,2 4 ,3
4,4
4 ,5
4,6
5, 1 5, 2 5, 3 5, 4
5, 5
5, 6
6,1 6,2 6 ,3 6,4 6 ,5
6,6
Larger caverns may
be created in better
quality rock masses
Fig. 13. 2a Interaction of rock parameters ... at depth may
induce less disconti-
nuities movement
τ
δ
2,1
2,2
2 ,3 2,4 2 ,5 2,6
1,1
1,2 1 ,3 1,4 1 ,5 1,6
3, 1 3, 2
3, 3
3, 4 3 ,5 3, 6
Larger cavern need
mo...
ELSEVIER GEO-ENGINEERING BOOK SERIES VOLUME 5 Part 6 pps
... (surface) 25 30 55 0. 45
Elevated (super structure) 100 30 130 0. 75
Long span bridge 250 30 280 0.90
Cut and cover 100 to 200 40 140 to 240 0.70 to 0.80
Tunnelled 150 to 50 0 50 200 to 55 0 0. 75 to 0.90
Tunnelling ... advance Favorable ground 50 –60 m/month 200–700 m/month 35 0 –800 m/month 150 30 0 m/month 50 0– 150 0 m/month
Unfavorable ground 7–10 m/month 50 –60m/month 75 1...
ELSEVIER GEO-ENGINEERING BOOK SERIES VOLUME 5 Part 7 doc
... slabbing
with noise
13. 122 23 12267 1100 42 75 42212 .57 .54 5 29.7 59 .4 37 .0 108.7 1.6 0 .55 Heavy burst Mod. slabbing
with noise
14. 122 73 1 232 2 1090 50 70 433 12 .57 .0 45 29.4 58 .9 36 .2 107.2 1.6 0 .55 Heavy burst ... 12070–12077 1180 34 60 6 1 .5 3 1 2 .5 2.0 30 31 .9 63. 7 23. 8 55 .7 2.7 1.14 Heavy burst Mod. slabbing
with noise
12. 12087–122 23 1180 42 67 6 1...
ELSEVIER GEO-ENGINEERING BOOK SERIES VOLUME 5 Part 8 doc
... size
6. 35 mm
Mean aggregate size
10 mm
S. No. Material Quantity, kg/m
3
Quantity, kg/m
3
1. Cement 446 55 8 >4 45
2. Blended sand 6. 35 mm
maximum size
14 83 1679 697–880
3. 10 mm aggregate – 700–8 75
4. ... 697–880
3. 10 mm aggregate – 700–8 75
4. Steel fiber 39 – 157 39 – 150
5. Accelerator Varies Varies
6. Water/cement (by
weight)
0.40–0. 45 0.40–0. 45
Advantages of SFRS...
ELSEVIER GEO-ENGINEERING BOOK SERIES VOLUME 5 Part 9 pdf
... 132 0 1.8 32 37 3. 0 23. 1 35 . 6
∗
76 .5 47.1 71.2
5 130 0 3 .5 50 45 4.8 28.7 35 . 1 112.9 83. 4 70.2
6 130 0 2.0 60 45 4.8 23. 8 35 . 1 108.0 83. 4 70.2
7 130 0 1.8 55 45 4.8 23. 1 35 . 1 107 .3 80 .5 70.2
8 130 0 ... 57 60 51 80 4690 4270
5
′′
× 5
′′
Stanchion 16.0 4.68 6920 6220 56 30 51 30
5
′′
× 5
′′
H 18.9 5. 54 7860 7060 639 0 58 20
6
′′
I 12 .5 3. 67...
The Cambridge History of the English Language Volume 5 Part 3 ppt
... (Irwin 19 35 : 28). English was used by the
Corporation of Waterford from 13 65- 7 onwards (Gilbert 1885a) and in
the late fifteenth century appears as the dominant language in the Statute
Book of ... Gilbert 1889; Irwin 19 35 ) . Some
private letters in French also date from the fourteenth century (Curtis
1 932 ),
as does a Waterford petition to Edward III in 137 1 (Gilbert
1885a: 271)....
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