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Discontinuity analysis for rock engineering / Stephen D. Priest

Por: Tipo de material: TextoTextoIdioma: Inglés Detalles de publicación: New York : Chapman & Hall, 1995Edición: 1a reimpDescripción: xix, 473 p. : Figure, Table, Ilustrations ; 23 cmISBN:
  • 0412476002
Tema(s): Clasificación CDD:
  • 21a ed. 624.15132 P86
Recursos en línea:
Contenidos:
1. Introduction to discontinuities -- 2. Measurement of discontinuity characteristics -- 3. Discontinuity orientation -- 4. Discontinuity frequency -- 5. Discontinuity spacing -- 6. Discontinuity size -- 7. Stresses on discontinuities -- 8. Analysis of rigid blocks -- 9. Discontinuities and rock strength -- 10. Discontinuities and rock deformability -- 11. Fluid flow in discontinuities.
Resumen: Rock masses contain fractures, faults, joints and other mechanical defects, here referred to as "discontinuities". This work aims to bridge the gap between the descriptive methods of the geologist and the analytical methods of the rock mechanics engineer as applied to discontinuity characteristics.
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Tipo de ítem Biblioteca actual Signatura topográfica Estado Fecha de vencimiento Código de barras
1. LIBROS 1. LIBROS Biblioteca Especializada de Ingeniería de Minas y Met. 624.15132 P86 (Navegar estantería(Abre debajo)) Disponible FIMGM2756

Includes índex.

References: p. 445-459
Answers to exercises.

1. Introduction to discontinuities -- 2. Measurement of discontinuity characteristics -- 3. Discontinuity orientation -- 4. Discontinuity frequency -- 5. Discontinuity spacing -- 6. Discontinuity size -- 7. Stresses on discontinuities -- 8. Analysis of rigid blocks -- 9. Discontinuities and rock strength -- 10. Discontinuities and rock deformability -- 11. Fluid flow in discontinuities.

Rock masses contain fractures, faults, joints and other mechanical defects, here referred to as "discontinuities". This work aims to bridge the gap between the descriptive methods of the geologist and the analytical methods of the rock mechanics engineer as applied to discontinuity characteristics.

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