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UCRL-JC-1283 13 PREPRINT
Depth of Burial Experiments at Balapan
Lewis A. Glenn and Stephen C. Mye.rs
This paper was prepared for submittal to the International Symposium on Monitoring and Discrimination of
Underground Nuclear Explosions and Earthquakes Moscow, Russia
November 17-21, 1997
November 1997
This is a preprint of a paper intended for publication in a journal or proceedings. Since changes may be made before publication, this preprintis made available with the understanding that it will not be cited or reproduced without the petiksian of the author.
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DISCLAIMER
This document was prepared as an account of work sponsored by an agency ofthe United States Government. Neither the United States Government nor theUniversity of California nor any of their employees, makes any warranty, expressor implied, or assumes any legal liability or responsibility for the accuracy,completeness, or usefulness of any information, apparatus, product, or processdisclosed, or represents that its use would not infringe privately owned rights.Reference herein to any specific commercial product, process, or service by tradename, trademark, manufacturer, or otherwise, does not necessarily constitute orimply its endorsement, recommendation, or favoring by the United StatesGovernment or the University of California. The views and opinions of authorsexpressed herein do not necessarily state or reflect those of the United StatesGovernment or the University of California, and shall not be used for advertisingor product endorsement purposes.
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DEPTH OF BURIAL EXPERIMENTS AT BALAPAN
L. A. Glenn and S. C. Myers Lawrence Liveimore National Laboratory
7000 East Avenue, Mail Stop L-200: Livermore? CA 94550 TEL: 510-422-7239, FAX: 510-423-6907, email: [email protected]
Introduction. We report on a series of experiments designed to discriminate underground explosion
sources at various depths by means of their seismic signatures at regional distances. This series was a joint
effort of the U. S. Department of Energy (DOE), the U. S. Defense Special Weapons Agency (DSWA), and
the National Nuclear Center of the Republic of Kazakhstan (NNC). The series consisted of three Z-ton
explosions, at depths of 550 m, 300 ml and 50 m. In addition, a j-ton checkout explosion was fired at a
depth of 630 m, and small-scale explosions at each site were carried out so that empirical Green’s functions
could be derived. Broadband and short-period seismic data were recorded at an eight-station network within
Kakzakhstan, at nominal ranges varying from 100 - 1500 km? and with good azimuthal coverage for regional phases. In addition, seismic measurements were made at former NRDC sites (BAY and KKL).
infrasound recordings were made at the cross array at Kurchatov. and close-in seismic measurements were
also made at ranges from ground zero to 20 km.
.4lthough the main objective of this series was to study depth-of-burial (DOB) effects on the excitation of
regional phases such as Lg and Rg, and to determine whether peaks in the coda spectral shape correlate
well with DOB, a secondary objective was to help calibrate the sites of the Kazakhstan seismic network,
especially the primary IMS station at MAKanchi, and the auxiliary IMS stations at KURchatov and
AKTyubinsk.
The explosions were carried out between July and September 1997 by a team under the direction of S. T.
Tukhvatulin, Deputy Director of the NNC, under contract to DSWA. The seismic and infrasound
measurements were the responsibility of the DOE Laboratories at Livermore (LLNL) and Los Alamos (LANL), who were assisted by a team from the Lamont-Doherty Earth Observatory (LDEO) under the
direction of W-Y. Kim.
Explosion Details. The table below describes the details of the 3 main explosions and the checkout shot.
Date ’ T3T7.97 %&MT w 03.08.97 0807GMT 1311
LAT LON m79 78.760
FFoB Cm) _W(tons) 3
49.941 78.786 50 2 5. 31.08.97 070XGMT 1381 49.884 78.815 300 25 28.09.97 0730GMT 1349 49.879 78.849 550 25
The hole identification (I.D.) referred to in the table refers to the layout described in Figure 1. All of the
holes were nominally 1 m in diameter, partially cased, and filled with water. The explosive employed in all
cases was granulatol, a granulated form of TNT, with a nominal (dry) density of 1.1 g/cc {bulk density of
1.34 g/cc when pores are filled with water), detonation velocity in the range 5.5-6.5 km/s, and explosive
specific energy of 3.64 kJ/g. For the Z-ton explosions, the length of the charges was nominally 34 n-r, and
the depths given in the above table represent the location of the bottom of the explosive package. Initially
there was some concern about the explosive geometry, because of the large aspect ratio. To investigate the effect of aspect ratio, finite difference calculations were carried out with charge aspect ratios varying from
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XKT. these sites were supplemented with short-period sensors (L4C). Sampling rate for the broadband
instruments was 100 so’ and for the short-period. either 100 or 200 s-‘. At the 21-element cross array, KUR21. K-2 13 instruments were used and the sampling rate was 40 s-‘.
Station BAY was only occupied for the latter 2 explosions (at 300 and 550 m depth). and only the short-
period L4C sensor was employed, with the samplinp rate set at 200 se! for the 300-m shot and 250 s-’ for the
550-m shot. Station KKL was only occupied for the last shot. and it too had an L4C sensor recording at
250 s-‘.
As stated in the introduction: close-in seismic measurements were made at ranges from ground zero to 20
km, and infrasound recordings were obtained at KUR2 1. No further discussion of these will be given
60’N !
50”N
40’N
-- Ka
\
dWMa
h + LOP Nor
1
50’E 60-E 7d’E 8d”E 9d”E
Figure 2. Layout of the regional seismic stations employed in the DOB experiments
here, as they will be discussed in a separate (LANL) report. We mention in passing, however, that small (50-
100 kg) charges were fired in each of the 25-ton holes prior to the main explosions for the purpose of
deriving the seismic moment tensor by the method of empirical Green’s functions.
Preliminary Results. There are several key questions which we are seeking to answer with the regional
seismic data. First, can the DOB explosions be distinguished from one another, i.e., do the data support a
consistently clear discriminant? If so, what is the basis for the discriminant and is discrimination consistent
at all stations’? Next, for the DOB events that are identified as explosions, can these events be discriminated
from other explosion events, which are presumably due to commercial blasting activity (there are many
mines and quarries in the region)? Also. what is the detection rate of similar events at each station’? And
finally, do these data support well-known evasion scemarios in which surface blasting could mask a deeply
buried decoupled nuclear explosion’?
3
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As of this writing. we have not yet had time to fully examine and analy-ze all the seismic records, so that
much of what we ha\-r learned thus far is of a preliminary nature. Nevertheless. some clear trends have
emerged. Figure 3 shows the broadband seismic records at station MAK: highpassed with a comer
WG 31 199i -
c&-4- ‘I 300 nr DOB: x -5 I ,I / I I I I I I I I I I I I I I I I , / I / I
- d- Reduced !m@ude due’to overburden! effect on stre&th t## 199i -
Figure 3. Broadband seismic records at MAK highpassed at 1 Hz
frequency of 1 Hz. It is clearly observed that the amplitudes of all phases decrease with increasing DOB.
The most likely cause of this behavior is the effect of overburden pressure on the strength of the rock
surrounding the explosion cavity. For the 50-m DOB shot: in borehole number 13 11) the rock walls were of
a relatively weak shale, whereas for the two deeper shots, the walls were of granitic material. Although we do
not have accurate measurements of the strength of the granite (which, in any case, is considerably stronger
than the shale) pressure hardening is expected to be significant in the 7.5-15 MPa overburden pressure
interval which characterizes the 300-600 m depth range. It is easily shown that the amplitude of the seismic
signal is proportional to the change in volume of the explosion cavity, and the latter is known to depend
strongly on the rock strength” I. Other factors that are affected by the DOB include the energy release of
the explosive (which increases with increasing pressure, and hence would produce an opposite effect to what
is observed) and the elastic impedance of the rock, however both of these are thought to be insignificant.
Figure 4 depicts the broadband seismic records for the 3 25-ton explosions at BRVK, again highpassed with
a 1 Hz comer. The same characteristic amplitude reduction with increasing DOB is evidenced, but in this
case there are two anomalous pulses on the 550 m-DOB shot record, one appearing about 24 seconds
before the arrival of Pn and the second about 39 seconds after the arrival. A search of the records at VOS
’ Estirnnte ofEcirth Media Shew Strength at the Nevada Test Site, R. W. Terlzme and H. D. Glenn, Lawewe Livemore Yrrtionrrl Luboratoq Report UCRL-52358, No\*ember 3, 1977. ’ The Dzflnence oj.Rock Material Models on Seismic Discrinlimtiotl oj‘ Under;oi-ormd Nuclear Explosions: L. 4. Gletzn, Proc. Amer. Ply SOL.. Co@ on Shook Compression of Condensed Matter, Se&e, WA, August 13-18, 1995, pp. 343. 346 (see nlso LLNL UCRL JC-1206S9).
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Technical Inform
ation Departm
ent • Lawrence Liverm
ore National Laboratory
University of C
alifornia • Livermore, C
alifornia 94551