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Stress in ground around friction pile
Under conditions of no vertical stress and no shear stress on ground surface, and of same stresses as natural ground at some distance from pile, solutions are obtained, based on theory of elasticity, so that conditions of stress equilibrium are satisfied; expressions are evolved in shallow soil above pile point. In Japanese with English abstract.
Stress in ground around friction pile
Under conditions of no vertical stress and no shear stress on ground surface, and of same stresses as natural ground at some distance from pile, solutions are obtained, based on theory of elasticity, so that conditions of stress equilibrium are satisfied; expressions are evolved in shallow soil above pile point. In Japanese with English abstract.
Stress in ground around friction pile
Japan Soc Civ Engrs -- Trans
Nishida, Y. (author) / Iba, M. (author) / Nakagawa, S. (author)
1967
9 pages
Article (Journal)
Japanese
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