Civil Engineering Association

Dear all,
Does anyone have any of this few papers?
With kind regards
freequo

Optical Measurement of Sand Deformation around a Laterally Loaded Pile
Liu, Jinyuan, Yuan, Bingxiang, Mai, Van Thien, Dimaano, Ralph

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Non-Linear Behavior of Lateral-Loaded Pile Taking into Account the Shear Stress at the Sand
Belkhir, S, Mezazigh, S, Levacher, D

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Design of Laterally Loaded Displacement Piles Using a Driven Pressuremeter
Robertson, PK, Hughes, JMO, Campanella, RG, Sy, A

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Comparison of Horizontal Load Transfer Curves for Laterally Loaded Piles from Strain Gages and Slope Inclinometer: A Case Study
Pinto, PL, Anderson, B, Townsend, FC

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Soil Behavior from Analysis of Tests of Uninstrumented Piles under Lateral Loading
Reese, L. C., Cox, W. R.

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Pile Load Tests and Their Evaluation
Fletcher, G. A.

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Instrumentation of Bored Concrete Piles for Horizontal Load Tests
de Sousa Coutinho, AGF, Toco Emilio, F, de Almeida Garrett, JL, Tavares Cardoso, E

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Horizontal Subgrade Modulus of Granular Soils
Habibagahi, K, Langer, JA

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I have few papers on the same topic, if prove useful to you :

Response prediction of horizontally loaded single piles using a pseudo 3-D nonlinear FE procedure

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Design of axially and laterally loaded piles using in-situ tests: A case history

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Recent Advance in the Design of Piles for Axial loads, Dragloads, Downdrag & Settlement

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Downdrag Settlement a Single Floating Pile

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To be continued....

Piles subjected to negative friction: a procedure for design

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Evaluation of modulus of subgrade reaction (Ks) in gravely soils based on SPT results

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Negative Skin friction on piles in layered soil deposits

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Testing and Design of a piled foundation project - A Case History

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Effective parameters on modulus of subgrade reaction in clayey soils

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Also in continuation of previous post,

Dynamic and Static load tests on Large dia Bored Piles

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Evaluation of Pile Diameter Effect on Initial Modulus of Subgrade Reaction

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Science and empiricism in pile foundation design

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Few more :

Lateral Loads on Long Piles and Piers in Granular Soils

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Improvement of lateral capacity of pile due to ocmpaction of surrounding soil

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Ultimate Lateral Resistance to Piles in Cohesionless Soils

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freequo

shadabg

shadabg