Results 241 to 250 of about 2,365,376 (295)

Mechanisms of seismic improvement in pile-sheet wall supported slopes using ECC and anchor cables. [PDF]

Sci Rep
Wang R, Shen J, Ding X, Wang C, Ma D, Li Y.   +5 more
europepmc   +1 more source

Field study of bearing performance of combined grouted piles in strongly weathered mudstone strata with bored piles. [PDF]

Sci Rep
Ou X, Sang R, Jiang J, Feng Y.
europepmc   +1 more source

Research and application of a new method for axial force test of prestressed high-strength concrete pipe piles. [PDF]

Sci Rep
Han X, He H, Yang G, Zheng C, Chen J, Yin Z.   +5 more
europepmc   +1 more source

Improving end-bearing capacity prediction of rock-socketed shafts using Gaussian-augmented optimized extreme gradient boosting models. [PDF]

Sci Rep
Khatti J, Fissha Y, Cheepurupalli NR.
europepmc   +1 more source

Shaft Resistance of Driven Piles in Overconsolidated Cohesionless Soils

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Shaft Resistance of Model Pile in Clay

Journal of Geotechnical Engineering, 1988
A test apparatus to measure the load transfer along the shaft of a model pile inserted in a specimen of clay is described. This apparatus allows independent control of the boundary stresses of a cylindrical clay specimen in the vertical and horizontal directions.
Indrasurya B Mochtar
exaly   +2 more sources

Shaft resistance of a pile embedded in rock

International Journal of Rock Mechanics and Minings Sciences, 2004
Abstract A rational calculation procedure is proposed for establishing the shaft resistance of a pile embedded in rock, based upon the Hoek and Brown failure model. The state of the art of the calculation of the pile shaft resistance is analysed.
A. Serrano, C. Olalla
exaly   +2 more sources

Laboratory Investigation on Shaft Resistance of Rock-socketed Pile

2021 4th International Symposium on Traffic Transportation and Civil Architecture (ISTTCA), 2021
Wei Guo, Yuxiao Ren
exaly   +2 more sources

Shaft Resistance of Piles in Clay

Journal of Geotechnical Engineering, 1990
A new method is proposed for elucidating, formulating, and predicting the axial capacity of friction piles in moderately overconsolidated clays (1≤OCR≤4) within a systematic and rational framework. The paper focuses on single, vertical, rigid, and cylindrical piles driven in deep deposits which exhibit normalized behavior.
Amr S. Azzouz, Mohsen M. Baligh, Andrew J. Whittle   +2 more
openaire   +2 more sources

Investigation of Thermal Loading Effects on Shaft Resistance of Energy Pile Using Laboratory-Scale Model

Journal of Geotechnical and Geoenvironmental Engineering - ASCE, 2019
Cyclic temperature changes in an energy pile generate cyclic thermal expansive and contractive strains along the interface, which may impact both the serviceability and the ultimate pile resistance.
Guney Olgun, Sam Helwany
exaly   +2 more sources