Tunnel and Underground Space (터널과지하공간)

Korean Society for Rock Mechanics and Rock Engineering (한국암반공학회)
권호 표지

In-situ Measurements of Time-dependent Rock Deformations at the Waste Isolation Pilot Plant in USA

미국 Waste Isolation Pilot Plant에서의 시간변동 거동 계측

  • Published : 1999.09.01
Download PDF
⟨ Previous Next ⟩

Abstract

Systematic measurements in the field are the key component in the design process to ensure that optimal and safe designs result. The instruments installed at the Waste Isolation Pilot Plant, a underground nuclear waste repository in U.S., for measuring rock deformation was reviewed. Also discussions about installation and measurement for better understanding the complex time-dependent deformational behavior of underground excavation were made.

현장에서의 체계적인 측정자료는 최적의 안전한 설계를 위한 중요한 정보라 할 수 있다. 본 연구에서는 미국의 방사성폐기물 저장 시설인 Waste Isolation Pilot Plant(WIPP)에서 수행된 현장 측정 기법들에 대해 고찰하였다. 또한 지하구조물의 시간 의존적인 복잡한 거동을 이해하기 위해서 필요한 측정기기의 설치와 측정에 대하여 논의하였다.

Keywords

References

  1. Applied salt-rock mechanics Baar, C. A.
  2. Rock mechanics design in mining and tunneling Bieniawski, Z. T.;A. A. Balkema
  3. Proc. of the 29th U.S. Symp. Rock Mechanics, University of Minnesota, Minneapolis Simulation of field tests in Avery Island dome salt De Vries, K. L.
  4. Comprehensive Rock Eng. v.3 Time dependent behavior of rocks Dusseault, M. B.;Fordham, C. J.
  5. Proc. of the International Symp. on rock stress and rock stress measurements Hydrostatic conditions in salt domes - a reality or a modeling simplification Eriksson, L. G.;Michalski, A.
  6. Comprehensive Rock Eng. v.2 Empirical design and rock mass characterization Franklin, J.A.
  7. First conf. on the Mechanical Behavior of Salt Elasticity and strength of ten natural rock salts Hansen, F. D.;Mellegard, K. D.;Senseny, P. E.
  8. Comprehensive Rock Eng. v.4 Deformation monitoring for stability assessment of underground opening Kaiser, P.K.
  9. Reference stratigraphy and rock properties for the Waste Isolation Pilot Plant. SAND83-1908 Krieg, R. D.
  10. Ph.D. thesis, University of Missouri-Rolla An Investigation of the deformation of underground excavations in salt and potash mines Kwon, S.
  11. Failure observations and in situ stress domains at the underground research laboratory, Rock at great depth v.2 Martin, C. D.;A.A. Balkema
  12. situ data report, SAND 89-2671 Overtest for simulated defense high-level waste (Room B) Munson, D. E.(et al.)
  13. Comprehensive Rock. Eng. v.1 Mechanisms and consequences of creep in crystalline rock Pusch, R.
  14. Int. J. Rock Mech. Min. Sci. & Geomech. Abstr. v.29 Mechanical behavior of rock salt: phenomenology and micromechanisms Senseny, P. E.(et al.)
  15. Int. J. Rock Mech. Min. Sci. & Geomech. Abstr v.17 Argon gas pemeability of New Mexico rock salt under hydrostatic compression Sutherland, H. J.;Cave, S. P.
  16. DOE/WIPP 89-009 Geotechnical field data and analysis report U.S. DOE
  17. DOE/WIPP 92-010 Geotechnical field data and analysis report U.S.DOE
  18. DOE/WIPP 93-033 The current bases for roof fall prediction at WIPP and a preliminary prediction for SPDV Room 2 U.S.DOE