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Part of the book series: Mechanics of elastic and inelastic solids 6 ((MEIS,volume 6))

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Abstract

The explosions that most concern us all have effects known mainly by calculation. Since the calculations’ credibility influences the cost and scope of deterrence, reliable numerical prediction of explosion-effects is a long-sought goal. For free fields, flaws in stress-strain relations limit the accuracy of predictions: Such relations are hard to establish for specific geo-materials and admit a very wide range of fields. However, the kinds of deformation occurring in free fields depend more on burst geometry than on material properties. In particular, for contained, nearly spherical bursts — the basic events in nuclear monitoring — the paths traced in strain space by deforming material elements (“strain paths”) have shapes and orientations (“patterns”) that vary little with medium. Also, a) the patterns form a simple set, b) at a given strain amplitude they are not diverse, and c) hardware is at hand for stress measurement along them in the laboratory and (probably) in situ. Hence, it now appears feasible to obtain by measurement the stress-strain curves needed for reliable prediction of seismic sources.

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References

  • Akers, S. (1983), 2nd and 3rd Quarterly Progress Reports for DNA Task Y99QAXSB, Work Unit 00019, U.S. Army Engineer Waterways Experiment Station, Vicksburg, MS.

    Google Scholar 

  • ATI file: R. Hoy, H. Belchic, R. Miller, N. Short, R. Bendenelli and A. Mathews have independently confirmed that there was almost no water in Cowboy salt (1980). Their signed statements on the subject are on file at Applied Theory, Inc.

    Google Scholar 

  • Bjork, R. (1972), “Computed Response of the Hudson Moon H.E. Experiment,” Systems, Science and Software Topical Report No. 3SIR-976 (Contract DASA01-69-C-0165).

    Google Scholar 

  • Bogart, J. and J. Schatz (1983), “Specified Strain Path Testing of Geologic Materials,” Rock Mechanics, Theory-Experiment-Practice: Proceedings of the 4th U.S. Symposium on Rock Mechanics Held at Texas A and M University June 20–23, 1983, C. Mathewson (ed.), Texas A and M University, p. 473.

    Google Scholar 

  • Cherry, T. and N. Rimer (1982), “Verification of the Effective Stress and Air Void Porosity Constitutive Models,” VELA Seismological Center Topical Report No. VSC-TR-83-1, pp. 6-15.

    Google Scholar 

  • Heard, H., A. Abey, B. Bonner and A. Duba (1975), “Stress-Strain Behavior of Polycrystalline NaCl to 3.2 GPa,” Lawrence Livermore Laboratory Report No. UCRL-51743.

    Google Scholar 

  • Hoffman, H. and F. Sauer (1969), “Operation Flint Lock, Shot Pile Driver, Project Officers Report — Project 1.1, Free Field and Surface Motions,” Defense Atomic Support Agency Report No. POR-4000.

    Google Scholar 

  • Ialongo, G. (1973), “Prediction Calculations for the Mixed Company Event III,” Defense Nuclear Agency Topical Report No. DNA 30206T, pp. 116-128 (Contract No. DNA001-72-C-0009).

    Google Scholar 

  • Keogh, D., P. DeCarli and J. Rosenberg (1982), “Development of a High Modulus, Piezoresistive Gauge for Dynamic In Situ Soil Stress Measurements,” Defense Nuclear Agency Report No. DNA-TR-82-17-V1.

    Google Scholar 

  • Kitchens, C. (1972), “Numerical Experiments with the Compressible Navier-Stokes Equations,” Proceedings of the International Conference on Numerical Methods in Fluid Mechanics, Vol. I, H. Cabannes and R. Temam (eds.), Springer-Verlag, p. 120.

    Google Scholar 

  • Ko, H.-Y. (1981), “Cubical Test Data on Ralston Valley Soil,” Systems Science and Software Report No. SSS-R-81-4824.

    Google Scholar 

  • Lade, P. (1983), “Strain-Path Tests on Yuma Soil” (final report; Subcontract ATS-55-1; Contract No. DNA001-80-C-0232).

    Google Scholar 

  • Murphey, B. (1960), “Particle Motions Near Explosions in Halite,” Sandia Corporation Report No. SC-4440(RR).

    Google Scholar 

  • Perret, W., A. Chabai, J. Reed and L. Vortman (1963), “Project Scooter,” Sandia Laboratory Report No. SC-4602(RR), Chapter 4.

    Google Scholar 

  • Perret, W. (1967), “Free-Field Particle Motion from a Nuclear Explosion in Salt, Part I,” Report No. VUF-3012 (Vela Uniform Program).

    Google Scholar 

  • Rimer, N. and J. Cherry (1982), “Ground Motion Predictions for the Grand Saline Experiment,” VELA Seismological Center Topical Report No. VSC-TR-82-25 (Contract No. F08606-79-C-0008), pp. 23-25.

    Google Scholar 

  • Sauer, F. and J. Kochly (1971), “Operation Diamond Dust, Project 3.1, Ground Motion Measurements,” Defense Nuclear Agency Report No. POR 6437 (Contract No. DASA 01-69-C-0165).

    Google Scholar 

  • Sauer, F. and J. Kochly (1972), “Operation Diamond Mine, Ground Motion Measurements,” Defense Nuclear Agency Report No. POR 6573 (final report; Contract No. DASA 01-71-C-0014).

    Google Scholar 

  • Seaman, L. (1974), “Lagrangian Analysis for Multiple Stress or Velocity Gauges in Attenuating Waves,” J. Appl. Phys., p. 4303.

    Google Scholar 

  • Terhune, R. and H. Glenn (1977), “Estimate of Earth Media Shear Strength at the Nevada Test Site,” Lawrence Livermore Laboratory Report No. UCRL-52358, p. 24.

    Google Scholar 

  • Thomas, J. (1979), “Misers Bluff Negative Phase Measurements and a Pore-Air Model for Ground Motion Simulations,” Proceedings of the Misers Bluff Phase II Results Symposium 27–29 March 1979, Vol. I, Defense Nuclear Agency Report No. POR 7013-1, pp. 3–181, 182, 183.

    Google Scholar 

  • Tittman, B. (1983), “Studies of Absorption in Salt,” Rockwell International Report No. SC5320.5FR (final report; Contract No. F49620-82-C-0015).

    Google Scholar 

  • Trulio, J. and N. Perl (1974), “Calculations in Support of the Diamond Dust and Diamond Mine Events,” Defense Nuclear Agency Report DNA 3268F (Contract No. DASA 01-69-C-0138).

    Google Scholar 

  • Trulio, J., G. Ialongo, J. McDonald and D. Srinivasa (1975), “Overdrive Calculations Related to Nuclear Explosions,” Defense Nuclear Agency Report No. DNA 3542F (final report; Contract No. DASA 01-70-C-0074), Sections 4.2 and 8.

    Google Scholar 

  • Trulio, J. (1975), “Stress Trajectory Analysis, Part I,” Applied Theory, Inc. Report No. ATR-75-32-19(I) (Contract No. F04701-71-C-0016), Sections 1.2 and 3.1.

    Google Scholar 

  • Trulio, J. (1977), “Ground Shock Deformation Fields,” Report No. ATR-77-48-6 (final report; Contract No. F04704-76-C-0031), Section 2.

    Google Scholar 

  • Trulio, J. (1978), “Simple Scaling and Nuclear Monitoring,” Applied Theory, Inc. Report No. ATR-77-45-2 (final report on Phase IV of Contract No. DNA001-75-C-0304), p. 22.

    Google Scholar 

  • Trulio, J. (1981a), “Utility of Calculations” and “Strain Path Modeling,” Proc. of the Review of Free Field Ground Shock from Contained Nuclear Events, 8–9 Dec. 1981, R. Port (ed.), R&D Associates, Marina del Rey, CA.

    Google Scholar 

  • Trulio, J. (1981b), “Seismic-Wave Generation: Planning of In-Situ Experiments,” Applied Theory, Inc. Report No. ATR-81-57-1 (Contract No. DNA001-80-C-0360), p. 20.

    Google Scholar 

  • Trulio, J. (1982), “Strain-Path Analysis and Testing, Proceedings of the Strategic Structures Review Conference, 4–6 May 1982”, Vol. 1, Defense Nuclear Agency Internal Report No. DNA-IR-82-23-VI, p. 267.

    Google Scholar 

  • Trulio, J. and R. Port (1982), “Material Properties for MX Land Basing,” Applied Theory, Inc. Report No. ATR-55-82-1 (Contract No. DNA001-80-C-0232), Fig. 1.

    Google Scholar 

  • Workman, J., J. Trulio and E. Stokes (1978), “Strain Fields Calculated from Measured Velocities: Axisymmetric Fields of Motion,” Applied Theory, Inc. Report No. ATR-78-49-3 (final report; Contract No. F04704-75-C-0025), p. 44.

    Google Scholar 

  • Workman, J., J. Trulio and E. Stokes (1981), “Modeling the Behavior of Geologic Materials in Explosive Field Events,” Air Force Weapons Laboratory Technical Report No. AFWL-TR-80-66 (final report; Contract No.. F-29601-76-C-0015), pp. 8-23.

    Google Scholar 

  • Wright, J., I. Sandier and M. Baron (1973), “Ground Motion Calculations for Events II and III of the Middle Gust Series,” Proceedings of the Mixed Company/ Middle Gust Results Meeting 13–15 March 1973, Vol. II, Defense Nuclear Agency Report No. DNA 3151P2, pp. 638-639.

    Google Scholar 

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© 1984 Martinus Nijhoff Publishers, Dordrecht.

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Trulio, J.G. (1984). Strain-Path Modeling for Geo-Materials. In: Nemat-Nasser, S., Asaro, R.J., Hegemier, G.A. (eds) Theoretical foundation for large-scale computations for nonlinear material behavior. Mechanics of elastic and inelastic solids 6, vol 6. Springer, Dordrecht. https://doi.org/10.1007/978-94-009-6213-2_11

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  • DOI: https://doi.org/10.1007/978-94-009-6213-2_11

  • Publisher Name: Springer, Dordrecht

  • Print ISBN: 978-94-009-6215-6

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