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  2. Pile Foundations in Engineering Practice by Shamsher Prakash
  3. Pile Foundations
  4. Pile Foundation Drawing

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About Shamsher Prakash.

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Shamsher Prakash. Books by Shamsher Prakash. Trivia About Pile Foundations No trivia or quizzes yet. Welcome back. A cyclic shear-volume coupling and pore pressure model for sand.

Louis, Missouri, Vol. L, Lee, K. An effective stress model for liquefaction. Finn, W. L, Yogendrakumar, M.

Pile Foundations in Engineering Practice by Shamsher Prakash

TARA A program for nonlinear static and dynamic effective stress analysis. Seismic safety of embankment dams: Developments in research and practice - Hardin, B. Shear modulus and damping in soils: Design equations and curves. Vibration modulus of normally consolidated clay. Idriss, I. Seismic response by variable damping finite elements. Ishihara, K. Evaluation of settlements in sand deposits following liquefaction during earthquakes.

Soils and Foundations, 32 1 : Liao, S. Overburden correction factors for SPT in sand. Lee, M.

Pile Foundations

DESRA Dynamic effective stress response analysis of soil deposits with energy transmitting boundary including assessment of liquefaction potential. Soil Mechanics Series Report No. Makdisi, F. Simplified method for estimating dam and embankment earthquake-induced deformations. Martin, G.

Pile Foundation Drawing

Fundamentals of liquefaction under cyclic loading. Moriwaki, Y. Newmark, N. Effects of earthquake on dams and embankments. Report No. Seed, H. Analysis of soil liquefaction: Nigatta Earthquake. Soil moduli and damping factors for dynamic response analyses. The behaviour of model screw piles in cohesive soils. Behaviour of embedded model screw anchors in soft clays. Drilled shafts: construction procedures and design methods. Perko, H. Energy method for predicting the Installation torque of helical foundations and anchors.

Helical piles: A practical guide to design and installation. Roy M, Lemieux M. Long-term behaviour of reconsolidated clay around a driven pile. Sakr M. Performance of helical piles in oil sand. Installation and performance characteristics of high capacity helical piles in cohesionless soils. Shetsen, I. Quaternary geology of central Alberta. Drained residual strength of cohesive soils. Tappenden, K. Predicting the axial capacity of screw piles installed in western Canadian soils.

Terzaghi, K. Discussion on progress report of the committee on bearing values of pile foundations, pile driving formulas. Soil mechanics in engineering practice. Relationship between installation torque and uplift capacity of deep helical piles in sand. Vesic AS. Breakout resistance for objects embedded in ocean bottom.


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Vyazmensky, A. Numerical modelling of time dependent pore pressure response induced by helical pile installation. Weech, C. Installation and load testing of helical piles in a sensitive fine-grained soil. Zhang, D. Predicting capacity of helical screw piles in Alberta soils. Cited by View all 3 citing articles Axial load testing of helical pile groups in glaciolacustrine clay.

Investigating performance of micropiled raft in foundation of power transmission line towers in cohesive soil: experimental and numerical study. Large-diameter helical pile capacity — torque correlations. Article Tools.