TECHNICAL PAPERS
Jan 1, 1994

Stresses in Anisotropic Rock Mass with Irregular Topography

Publication: Journal of Engineering Mechanics
Volume 120, Issue 1

Abstract

This paper presents a new analytical method for determining the state of stress in a homogeneous, general anisotropic, and elastic half‐space limited by an irregular and smooth outer boundary. The half‐space represents a rock mass with an irregular and continuous topography. The rock mass is subject to gravity and surface tractions. The stresses are determined assuming a condition of generalized plane strain, and are expressed in terms of three analytical functions following Lekhnitskii's complex function method. These analytical functions are determined using a numerical conformal mapping method and an integral equation method. As an illustrative example, it is shown how the proposed method can be used to determine the state of stress in long isolated and symmetric ridges and valleys in orthotropic or transversely isotropic rock masses. It is found that the magnitude of the stresses is of the order of the characteristic stress ρg|b|, where ρ is the rock density, g is the gravitational acceleration, and |b| is the height of the ridge or depth of the valley.

Get full access to this article

View all available purchase options and get full access to this article.

References

1.
Amadei, B., and Pan, E. (1992). “Gravitational stresses in anisotropic rock masses with inclined strata.” Int. J. Rock Mech. Min. Sci. & Geomech. Abstr., 29(3), 225–236.
2.
Amadei, B., Savage, W. Z., and Swolfs, H. S. (1987). “Gravitational stresses in anisotropic rock masses.” Int. J. Rock Mech. Min. Sci. & Geomech. Abstr., 24(1), 5–14.
3.
Atkinson, K. E. (1976). A survey of numerical methods for the solution of Fredholm integral equations of the second kind. Soc. for Industrial and Appl. Math., Philadelphia, Pa.
4.
Davis, P. J., and Rabinowitz, P. (1984). Methods of numerical integration. 2nd Ed., Academic Press, New York, N.Y.
5.
Kerzman, N., and Trummer, M. R. (1986). “Numerical conformal mapping via the Szegö kernel.” J. Comp. Appl. Math., 14, 111–123.
6.
Lekhnitskii, S. G. (1963). Theory of elasticity of an anisotropic elastic body. Holden‐Day, San Francisco, Calif.
7.
Liao, J. J., Savage, W. Z., and Amadei, B. (1992). “Gravitational stresses in anisotropic ridges and valleys with small slopes.” J. Geophysical Res., 97(B3), 3325–3336.
8.
Liu, L., and Zoback, M. D. (1992). The effect of topography on the state of stress in the crust: application to the site of the Cajon Pass Scientific Drilling Project, J. Geophysical Res., 97(B4), 5095–5108.
9.
McTigue, D. F., and Mei, C. C. (1981). “Gravity‐induced stresses near topography of small slope.” J. Geophys. Res., 86(B10), 9268–9278.
10.
McTigue, D. F., and Mei, C. C. (1987). “Gravity‐induced stresses near axisymmetric topography of small slope.” Int. J. Numer. Anal. Methods Geomech., 11(3), 257–268.
11.
Muskhelishvili, N. I. (1953). Some basic problems of the mathematical theory of elasticity. Noordhoof, Groningen, The Netherlands.
12.
Muskhelishvili, N. I. (1972). Singular integral equations. Noordhoff, Groningen, The Netherlands.
13.
Nehari, Z. (1952). Conformal mapping. Dover Publications, Inc., New York, N.Y.
14.
O'Donnell, S. T., and Rokhlin, V. (1989). “A fast algorithm for the numerical evaluation of conformal mappings.” SIAM J. Sci. Stat. Comput., 10(3), 475–487.
15.
Papamichael, N., and Kokkinos, C. A. (1981). “Two numerical methods for the conformal mapping of simply‐connected domains.” Comp. Methods Appl. Mech., 28, 285–307.
16.
Papamichael, N., Warby, M. K., and Hough, D. H. (1986). “The treatment of corner and pole‐type singularities in numerical conformal mapping techniques.” J. Comp. Appl. Math., 14, 163–191.
17.
Perloff, W. H., Baladi, G. Y., and Harr, M. E. (1967). “Stress distribution within and under long elastic embankments.” Hwy. Res. Rec., 181, 12–40.
18.
Sarkar, T. K., Yang, X., and Arvas, E. (1988). “A limited survey of various conjugate gradient methods for solving complex matrix equations arising in electromagnetic wave interactions.” Wave Motion, 10, 527–546.
19.
Savage, W. Z., and Swolfs, H. S. (1986). “Tectonic and gravitational stress in long symmetric ridges and valleys.” J. Geophys. Res., 91(B3), 3677–3685.
20.
Savage, W. Z., Swolfs, H. S., and Powers, P. S. (1985). “Gravitational stresses in long symmetric ridges and valleys.” Int. J. Rock Mech. Min. Sci. & Geomech. Abstr., 22(5), 291–302.
21.
Ter‐Martirosyan, Z. G., Akhpatelov, D. M., and Manvelyan, R. G. (1974). “The stressed state of rock masses in a field of body forces.” Adv. Rock Mech., 2(Part A), 569–574.
22.
Terzaghi, K., and Richart, F. E. (1952). “Stresses in rock about cavities.” Géotechnique, 3, 57–90.
23.
Trummer, M. R. (1986). “An efficient implementation of a conformal mapping method based on the Szegö kernel.” SIAM J. Numer. Anal., 23(4), 853–872.

Information & Authors

Information

Published In

Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 120Issue 1January 1994
Pages: 97 - 119

History

Received: Aug 24, 1992
Published online: Jan 1, 1994
Published in print: Jan 1994

Permissions

Request permissions for this article.

Authors

Affiliations

Ernian Pan, Student Member, ASCE
Grad. Student, Univ. of Colorado, Dept. of Civ. Engrg., Boulder, CO 80309‐0428
Bernard Amadei, Associate Member, ASCE
Assoc. Prof., Univ. of Colorado, Dept. of Civ. Engrg., Boulder, CO

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share