Determination of the stresses at the periphery of an unsupported underground excavation with allowance for seismic actions

Author:

Fotieva N. N.

Publisher

Springer Science and Business Media LLC

Subject

General Energy,Geotechnical Engineering and Engineering Geology,Ocean Engineering,Water Science and Technology,Energy Engineering and Power Technology

Reference9 articles.

1. Tih-Hsing Pao, Dynamic Stress Concentration in an Elastic Plate, Paper No. 61-APMW-17, West Coast Conference of the Applied Mechanics Division, ASME, Seattle, Washington, (August, 1961).

2. C. C. Mow and L. T. Mente, “Dynamic stress and displacements around cyclindrical discontinuities due to plane harmonic shear wave,” Trans. of the ASME, December (1963), Journ. of Applied Mechanics.

3. Proceedings of the 4th US Nat. Congr. of Applied Mechanics;J. H. Pao,1962

4. V. D. Kubenko, “Dynamic stress concentration around a square hole (steady wave motion),” Prikl. Mekhan., No. 2, 12 (1966).

5. G. L. Khesin, I. Kh. Kostin, and V. B. Zateev, “Investigation of stress concentration around holes in thin plates acted on by wave pressure,” Symposium No. 73, Modeling Problems in Dynamics, Thermoelasticity and Statics by the Optical Polarization Method [in Russian], MISI (1970).

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