Analysis Of Shear Wave Generation By Decoupled And .

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28th Seismic Research Review: Ground-Based Nuclear Explosion Monitoring TechnologiesANALYSIS OF SHEAR WAVE GENERATION BY DECOUPLED ANDPARTIALLY COUPLED EXPLOSIONSJeffry L. Stevens, Heming Xu, and G. Eli BakerScience Applications International CorporationSponsored by Air Force Research LaboratoryContract No. FA8718-06-C-0007ABSTRACTThe objective of this new project is to investigate the sources of shear wave generation by decoupled and partiallycoupled explosions, and the differences in shear wave generation between tamped and decoupled explosions, usingdata analysis and numerical modeling of decoupled and partially coupled explosions.During the first phase of this project, we focused on three theoretical mechanisms for generation of shear wavesfrom decoupled and partially coupled explosions. The first mechanism is offset of the explosion from the center ofthe cavity, causing impact on the sides to vary in both amplitude and time. We worked out the general solution tothis problem, and then performed calculations of an airshock propagating in the cavity and impacting the cavitywall. We find that the offset explosion acts like a dipole source and can generate significant shear waves with amodest offset from the center. The second physical mechanism is an explosion in an aspherical cavity, in this case acylindrical tunnel.The third physical mechanism we considered is crack growth outside of a partially coupled explosion. We areinvestigating two types of crack distributions: (1) small hydrofractures distributed broadly around the explosion inresponse to tensile stresses and (2) generation of a smaller number of larger hydrofractures. We are performing thesecalculations using the nonlinear axisymmetric finite difference code CRAM, with crack propagation algorithmsdeveloped by Nilson et al. (1991). We use the representation theorem to calculate outgoing P and S waves todetermine the additional S waves generated by the cracks.To complement these calculations, we are examining existing records of and reports on historical decoupledexplosions, in particular, data from Khirgizhia decoupling experiments and Azgir decoupled nuclear explosions inthe former Soviet Union, the U.S. Salmon/Sterling experiment, and extensive reports on the British Orpheusdecoupling experiments. A consistent result between all data sets for which such data is available is that at lowfrequencies ( 2 Hz) local records of collocated tamped and decoupled explosions scaled for yield have significantand identical shear waves. At higher frequencies ( 5–15 Hz), however the tamped explosions generate larger shearwaves than the collocated decoupled explosions. Near field records of the decoupled explosion Sterling are found tohave strong shear waves at frequencies above 20 Hz, while the records show pure radial P-wave motion at lowerfrequencies. In contrast, records at similar ranges for Salmon show pure radial P-wave motion at all frequencies. Weare in the process of performing two-dimensional axisymmetric finite difference calculations of the Salmon andSterling explosions. The Salmon calculation has been completed and provides an excellent match to the near fielddata.693

28th Seismic Research Review: Ground-Based Nuclear Explosion Monitoring TechnologiesOBJECTIVESThe objective of this project is to investigate the sources of shear wave generation by decoupled and partiallycoupled explosions, and the differences in shear wave generation between tamped and decoupled explosions. This isbeing accomplished through a program of data analysis and numerical modeling of decoupled and partially coupledexplosions.RESEARCH ACCOMPLISHEDIntroductionDetonation of a nuclear explosion in a large cavity to decouple the source from the surrounding medium and soevade detection has been a concern for nuclear monitoring for many decades (e.g., Latter et al., 1961). Mostprevious work on decoupling has focused on the empirical evaluation and numerical modeling of frequencydependent decoupling of explosions in cavities to address evasion. The “decoupling factor,” which is the amplituderatio of the seismic signals of the tamped to the decoupled explosions, depends on the emplacement media, but canbe as large as two orders of magnitude. Consequently while decoupled explosions of less than a kiloton may bedetected by a capable seismic network, the seismic signal is small enough that it may be difficult to distinguish fromthe large number of small earthquakes and mining explosions that occur in the same magnitude range ( 2.5).Discrimination of decoupled explosions from this background noise is therefore an important issue.The most reliable discriminants for events in the magnitude range of decoupled explosions are high frequencyspectral ratios of the amplitudes of the seismic shear phases Sn and Lg to Pn or Pg, with explosions in generalhaving lower S/P ratios than earthquakes. It is therefore very important to understand the shear wave generation bydecoupled and partially coupled explosions in order to ensure that they are identified correctly by the discriminantsthat depend on shear wave amplitudes, and to identify any circumstances under which the discriminants could fail.At first glance, generation of shear waves by a decoupled explosion might appear to be an easy problem, since anuclear explosion detonated at the center of a perfect spherical cavity large enough to decouple the explosion wouldgenerate no shear waves (other than conversions due to the earth’s surface and scattering). However, there areseveral problems with this simple picture:1.shear waves have been observed from all decoupled explosions, even quite close to the source;2.no cavity actually has perfect spherical symmetry; and3.partially coupled explosions generate cracks more readily than tamped explosions.Our research program follows these three points. First, we review existing data for decoupled and partially couplednuclear explosions. As pointed out above, this data has been extensively studied to understand decoupling, but muchless has been done with the shear wave data. We find that there is one consistent difference between data fromtamped and decoupled explosions: S/P ratios at high frequencies are larger for tamped explosions than for decoupledexplosions. This is not the case at lower frequencies, where S/P ratios are observed to be nearly identical for tampedand decoupled explosions. This puts some constraints on shear wave generation mechanisms that may be operatingin each case. Second, we model shear waves generated by explosions with two types of source asymmetry:non-spherical cavities and offset or asymmetric explosion sources. Our particular interest is in determining howmuch asymmetry is necessary to generate significant shear waves. We investigate this in two ways: (1) usingnonlinear calculations of an explosion source in a non-spherical cavity and (2) using a modification of the method ofStevens (1980) to predict non-spherical oscillations of the cavity due to asymmetries in the incident stress field.Third, we model seismic waves caused by cracks generated by partially coupled explosions. Such cracks couldsubstantially increase the shear waves generated by the explosion, complicating the discrimination problem. Finally,we are performing full two-dimensional axisymmetric finite difference calculations of the Salmon and Sterlingexplosions in order to understand the shear waves generated by those two important events.694

28th Seismic Research Review: Ground-Based Nuclear Explosion Monitoring TechnologiesObserved Frequency Dependent Differences in Shear Waves between Decoupled and Tamped ExplosionsRecordings on the same instruments, from co-located tamped and decoupled explosions, normalized by the P waveto account for absolute amplitude differences due to yield and decoupling, have nearly identical shear waveformsbelow 2 Hz, but have relatively more S with increasing frequency. Figure 1 shows such records for Salmon, atamped 5.3 kt nuclear explosion at 828 m depth in salt, and Sterling, the 0.38 kt nuclear explosion detonated inSalmon’s 17 m radius cavity. Figure 2 is similar, but for a 64 kt tamped Azgir nuclear explosion at 987 m depth insalt and the 10 kt nuclear explosion detonated in the first explosion’s 38 m horizontal radius by 33 m vertical radiuscavity. Figure 3 shows records at 5 km from adjacent one ton decoupled (red) and tamped (blue) chemicalexplosions in limestone in Kirghizia. The decoupled explosion was suspended in a 4.92 m radius cavity.Figure 1. Salmon (blue) and Sterling (red, dotted) vertical records at 16 km, scaled by the first second of P.Figure 2. Tangential (upper 2 traces), radial (middle 2 traces), and vertical (bottom 2 traces) records at 18 kmfor tamped (blue) and decoupled (red) Azgir nuclear explosions in 4 passbands, scaled by the verticalP-wave rms amplitude. Time relative to origin is unknown. Initial P arrival is set at 1 s.695

28th Seismic Research Review: Ground-Based Nuclear Explosion Monitoring TechnologiesFigure 3. Tangential, radial, and vertical (top to bottom) seismograms 5 km from one ton decoupled (red) andtamped (blue) explosions, scaled by the vertical P amplitude. All three components for each event areon the same scale. Time is from the initial P arrival. SV arrives 0.5 s after P.Shear Waves from a Non-Isotropic Explosion SourceStevens (1980) developed a solution for the seismic waves generated by an explosion in an arbitrarily prestressedelastic medium. Here we generalize the solution to allow for cases where the explosion is non-isotropic. Inparticular, we consider cases where the explosion is offset from the center of the cavity so that the amplitude andarrival time of the explosion vary as a function of position on the cavity wall. The general solution for the seismicwave field from a set of tractions applied to the inside of a spherical cavity is given byˆ G T (u ) ndAˆ u u T (G ) ndA 1ˆ ,G T (u*) ndAiω (1)where Σ is the cavity surface, u on the left side of the equation is the displacement at any location outside the cavity,and u inside the integral is the displacement on the cavity wall. G is the elastic Green’s tensor in sphericalcoordinates, and T is the stress operator; u* is the difference in the static displacement field before and after theexplosion due to changes in the static stress field, and so will vanish for a decoupled explosion where the prestressdoes not change, but will be non-zero for a tamped explosion with tectonic strain release. The third integral thereforerepresents the response of the medium to a change in prestress, the second term represents the response of themedium to the applied stress from the explosion, and the first term represents the additional motion due to theresponse of the cavity wall.Equation 1 can be solved by expanding the displacement, traction and Green’s tensor in vector spherical harmonics.The case of interest here is shown in Figure 4 (left), where the explosion source is initially offset from the center ofan air-filled cavity of radius R by a distance d. The right side of Figure 4 shows the calculated P and S waves fromthe explosion. The offset from the center causes the shock wave to impact the side of the cavity closest to theexplosion earlier and with greater force than the opposite side of a cavity. This is equivalent to a dipole source actingin the direction of the offset, and as illustrated, can generate S waves comparable in amplitude to the initial P wave.Note that the offset in origin breaks the symmetry of the problem except for axisymmetry about the offset axis. If theoffset is oriented horizontally relative to the surface, strong SH waves will be generated. Zhou and Harkrider (1992)similarly found that a point explosion offset from the center in a solid-filled spherical region embedded in a wholespace acts primarily as a dipole source.696

28th Seismic Research Review: Ground-Based Nuclear Explosion Monitoring TechnologiesRR'dFigure 4. Calculated P and S waves (right) for an explosion in an air-filled cavity with the origin of theexplosion offset from the center (left). In this example the cavity radius is 17 m and the offset fromthe center is 8.5 m.Shear Waves from an Explosion in a TunnelShear waves from an explosion in a tunnel are calculated using the procedure described by Rimer et al. (1994). Theaxisymmetric Eulerian finite difference code STELLAR is used to calculate the propagation of the air shock in thecylindrical tunnel. Just before the air shock impacts the end of the tunnel, the solution is overlaid onto a new gridthat is used by the axisymmetric Lagrangian finite difference code CRAM. The calculation continues in CRAM untilit reaches the linear elastic region. The representation theorem is then used to propagate the solution to the far field.In this example, we show a calculation of a 1.52 kt explosion in a cylindrical tunnel in granite with a length of220 m and a radius of 5.4 m. Figure 5 shows the pressure field in the STELLAR computational grid at 6.6 ms andthe velocity field in the CRAM grid at 10 ms.Far-field body waves were calculated using the representation theorem to integrate the displacements and stresses onthe monitoring surface together with a far-field body wave Green’s function. Both P and S waves were calculated byintegrating with the appropriate Green’s function. Figure 6 shows the P and S waves both calculated at a 45 degreetakeoff angle. The takeoff angle is measured with respect to the long axis of the cylinder, so zero is in the directionof the axis and 90 degrees is perpendicular to the long axis. S waves are largest at 45 degrees and are about ½ theamplitude of the P wave at the same takeoff angle.697

28th Seismic Research Review: Ground-Based Nuclear Explosion Monitoring TechnologiesFigure 5. Pressure contours from STELLAR calculation (left) at the overlay time of 6.6 ms, and velocity fieldfrom CRAM calculation (right) at 10 ms. Only ¼ of the computed fields are shown because ofsymmetry about the y 0 plane and the axisymmetric x 0 line.Figure 6. Far-field P (top) and S (bottom) displacement for the tunnel calculation at a takeoff angle of45 degrees. Waveforms were lowpass filtered at 40 Hz.698

28th Seismic Research Review: Ground-Based Nuclear Explosion Monitoring TechnologiesShear Waves from HydrofracturesCrack generation has long been a concern for containment of underground nuclear explosions. During the nucleartesting program considerable effort was expended on prediction of crack generation and propagation duringexplosions. One of the programs developed for this purpose as part of the containment program is F-Cubed (Nilsonet al., 1991). F-Cubed combines the CRAM Lagrangian finite difference code with the FAST fracture propagationcode, and can predict crack generation and propagation outside of tamped or partially coupled explosions. It can beused in either of two ways: (1) to predict where cracks will occur and (2) to predict the opening and propagation ofknown cracks or cracks along suspected zones of weakness. Here we use it to predict crack generation.Nonlinear stress wave dynamics of rock are affected by the penetration of gases into fractures, which fragments therock and changes the burden. We model the interaction between stress waves and fully-pressurized fractures byassuming that the pressure within the crack is everywhere equal to the instantaneous cavity pressure. The growth ofa swarm of hydrofractures is calculated by allowing the fluid to enter any computational cell having a minimumcompressive stress less than the cavity pressure, subject to the connectivity, angular orientation and propagationspeed restrictions. The following figures compare the characteristics of wave generation in a Nevada Test Site(NTS) structure with and without hydrofracturing. The partially coupled explosion has an initial cavity radius of10 m, and an explosion yield such that the vaporization radius is also approximately 10 m. Although this is almostlarge enough to be considered tamped, the air-filled cavity makes it more subject to cracking than a fully tampedexplosion. Figures 7–11 illustrate the effects of a swarm of hydrofractures on the far field seismogram and thecompressional and shear waves. Figure 11 shows amplification of the S and higher mode surface waves relative to Pand the fundamental mode surface wave.Figure 7. Yield and tensile cracks in the absence of hydrofracturing. The left panel shows the yield extent at1 s and the right shows the tensile crack distribution.Figure 8. Yield (left), tensile cracks (middle) and hydrofractures (right) from a calculation includingprediction of hydrofractures.699

28th Seismic Research Review: Ground-Based Nuclear Explosion Monitoring TechnologiesFigure 9. Body waves in the absence of hydrofracturing. The left panel shows the compressional body wavesat different take-off angles and the right shows the shear waves. The red lines denote the verticalcomponent and the blue lines the radial component.Figure 10. Similar to Figure 9 but in the presence of hydrofracturing.700

28th Seismic Research Review: Ground-Based Nuclear Explosion Monitoring TechnologiesFigure 11. Comparison of seismograms at 500 km with and without hydrofracturing. The green linerepresents the seismogram in the presence of hydrofracturing.Salmon/Sterling Axisymmetric CalculationsSalmon was a tamped 5.3 kt nuclear explosion detonated at 828 m depth in the Tatum salt dome. Rimer and Cherry(1982) successfully modeled the explosion event in the spherical case and found that ground motion data were bestmodeled by using the salt work-softening-hardening model, which is required in order to explain the smallamplitude “elastic” precursor which is inconsistent with the laboratory strength measurements. The implementationin the finite-difference method is to calculate the strength as a function of the inelastic energy deposited in thematerial during yielding, i.e., (Y Y0 (1 e1 E e2 E 2 ) YLim), where Y0 is the initial strength and e1 and e2 arerespectively work hardening and work softening material constants.We use the same parameters obtained in the spherical case to model the Salmon explosion in cylindrical symmetrywith four layers (sediment, limestone, anhydrite and salt, see Murphy, 1991) and a free surface. The calculated finalcavity radius is about 22 m. The middle panel in Figure 12 shows the calculated nonlinear deformation regionextent. The 3 red lines mark the boundaries of materials, i.e., from top to bottom, sediment, limestone, anhydrite andsalt. Both limestone and anhydrite are strong materials and did not yield in the Salmon explosion simulation. Saltyielded out to a range of about 950 m, consistent with the spherical calculation (Rimer and Cherry, 1982). The weaksediment also yielded near the surface. The right panel in Figure 12 shows tensile cracking in salt and sediment.Cracks in salt are opened out to about 200 m from the explosion, and the sediment surface also shows some tensilecracking due to spall.The calculated ground motions are compared with the Salmon data on the surface and in the salt layer in the nearfield in Figure 13. The stations are shown in the left panel in Figure 12. In Figure 13, the solid lines denote Salmondata and the dashed lines denote calculations. The bottom curves represent the radial components and the upper onesrepresent the vertical components. The two dimensional (2D) results are also in good agreement with the recordingsat these locations. At the surface gauge (E-6-S), both the data and calculation show spall caused by the tensile wavereflected from the free surface, although the calculation shows somewhat earlier free fall of the uplifted surface thanthe data.701

28th Seismic Research Review: Ground-Based Nuclear Explosion Monitoring TechnologiesFigure 12. Left: Stations used for comparison of data and calculations. Middle

Equation 1 can be solved by expanding the displacement, traction and Green’s tensor in vector spherical harmonics. The case of interest here is shown in Figure 4 (left), where the explosion source is initially offset from the ce

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