aa
ro
| Soil
TAELE A.2 - TNT Crater Measurements in Dry Sand, Dry Clay,
anc Wet Clay*
Underground Expicsior Test Program
Site:
Dugway froving Grounds
T
: Round
Charge
Weight
Charge
Depth
Crater
320.
320
320
°—- 3.5
oO.)
1.3
eo. 8)
oe
“19
4
7.68
10.88
320
320,
7.
LA
1.02
4
15.5
16.75
po, TT)(ft)
; Dry
;Sand
!
121
122
123
104
320, 3D
127
18
320.—«Od.
2,560 2.0
125
126
139
lll
111
112
113
|
po
|
14
—4l5
|6
Dry
Clay
|
308
20
307
|
38
399
3h
3
Ble.
313
31s
315
|
|
|
|
i
Te:
6
2a!
220
3.5
420
318
Bly
__Sym.
Wet
41
4
43
ee
ca
2,560 Te
B
-LC,000
2.8
LTE
ech
320,0—«- 3.
320
Oe.
“2
Si
2.750181
320
2.6
ac
'
8.5.
3
345
|
1.75
oh
75
6
-7.5)
.
4
pk
w
4S
2.5
7.25
Sg
|
3
2.0
'
2.19
|
6.75 ;
23
0.37
1.06
i
i
4
1.3
|
5.5
145
6
o1s
2.2
1
1.46
12
20
2aS
wl
4
26
12.75
4.5
ok
(8.75
41.79
0.99
0.67
'
1.46
0.88
1.02
0.15
1
1.57.
1.6
2
1.90
1.86
2.25
1.87
0.15
15.5
7
2.5
lb
§&
3
| he
0.88
!
|
|
'
| 6
|
+~-15.5~
1.75
1.68
1.83
3.5
2.74
1.25
~«2113
0.88
0.98
1.02
2.5
«12.75
0.93
0 2a ee = <P
|ass Bai 3:2563
1.13
1.02
1.25
1.09
1.17
1.5
1.23
' &
_ 13-5
7
5
10
3005.
0.15
0.58
0.80
Li75 72
1g
1.20
2
TG
«L065
> 120
1
22
~-02 42.5
Of
7
686
|
—
ol 91.87
38
1.08
2)
7.5
0.62
2.25
2, 566
Te
2
520
3.
2..
8
2,560Te ee
320
3.8
wok
8
2.t
:
44,000
i7.
2
2,560
0.52
OTL
0.88
7
320,000
=5.0
2,560
7.
320 Tek.
2.°
3.5 |
| 9275 |
1.24
(0.66
|
Oh
2445
7.
0.95
| 12
OUR
22°
2,560 eet
6.5
2.2
6
Si)
Te
3200
8.5
4.500)
Qi)
0.07
0.37
0.88
5.51 30
1.2>0
320
Lee,
2.26
2.45
1.75
|
1G
lee
JOC
(ft)
0.5
2.5
6
13
320
320SE
(A)
0.59
1.12
1.59
7
13.5
1.97
419, 19 239
3208675 te 185
316. | 10.
~ 31
2,560
| Clay
|
43%
308
|
|
301
322
2,560
(A, Ct)
Depth
Crater
Radius**
[Ser
1.46
:
1.68
[2.05 |
* Obtained from Appendix ©, Underground Explosion Test Program, Final
Report, Volume I, Soil Engineering Research Associates, August 30,
wt Al) crater radii are measured a> crt{ginal ground level.
1952.
.
woye We
POLSTSENT«2 Or"
&
.
§
a
{REELIO S
6 ORE
ue
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