Analysis of behavior of stone columns and lime columns von Poorooshasb, H.B., Meyerhof, G.G.

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Development of geotechnical limit state design von Meyerhof, Geoffrey G

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Behaviour of pile foundations under special loading conditions: 1994 R.M. Hardy keynote address von Meyerhof, G. G

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The mechanism of flow slides in cohesive soils von Meyerhof, G. G

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Bearing capacity of flexible batter piles under eccentric and inclined, loads in layered soil von Meyerhof, G.G, Yalcin, A.S

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Behaviour of flexible piles in layered sands under eccentric and inclined loads von Sastry, V.V.R.N, Meyerhof, G.G

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Behaviour of flexible piles in layered clays under eccentric and inclined loads von Sastry, V.V.R.N, Meyerhof, G.G

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Safety factors and limit states analysis in geotechnical engineering von Meyerhof, G. G

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Ultimate capacity of flexible piles under eccentric and inclined loads von Meyerhof, G. G, Ghosh, D. P

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Bearing capacity of rigid piles under eccentric and inclined loads von Meyerhof, G. G, Sastry, V. V. R. N

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Design charts for ultimate bearing capacity of foundations on sand overlying soft clay von Hanna, A. M, Meyerhof, G. G

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Ultimate Bearing Capacity of Footings on Sand Layer Overlying Clay von Meyerhof, G. G

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Behaviour of flexible piles under inclined loads von Sastry, V. V. R. N, Meyerhof, G. G

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Lateral resistance and deflection of flexible piles von Meyerhof, G. G, Sastry, V. V. R. N, Yalcin, A. S

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In memoriam: Sir Alec Westley Skempton, KBE von Meyerhof, G G

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Full-displacement pressuremeter method for rigid piles under lateral loads and moments von Meyerhof, G. G, Sastry, V. V. R. N

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Bearing capacity of anisotropic cohesionless soils von Meyerhof, G. G

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Bearing capacity of flexible piles under eccentric and inclined loads in layered soil:Reply von Yalcin, S, Meyerhof, G. G

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Analysis of bearing capacity of rigid piles under eccentric and inclined loads von Koumoto, T, Meyerhof, G. G, Sastry, V. V. R. N

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The Ultimate Uplift Capacity of Foundations von Meyerhof, G G, Adams, J I

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