Lateral Load Capacity of Piles: A Comparative Study Between Indian Standards and Theoretical ApproachLateral loadPilesModulus of subgrade reactionIS 2911 (2010)Vesic's equationAs per Indian Standards, laterally loaded piles are usually analysed using the method adopted by IS 2911-2010 (Part 1/Section...
Upper soil groutedLoad sharingLaterally loaded piles may entail large deformation under some circumstances such as ship impact, earthquake and long-term horizontal thrust of arch bridges, etc. The arch bridges are especially sensidoi:10.1007/s41062-017-0104-5Yu, Guangming...
内容提示: Full-Scale Tests on Effects of Slope onLateral Capacity of Piles Installedin Cohesive SoilsNontapat Nimityongskul 1 ; Yohsuke Kawamata 2 ; Deepak Rayamajhi, A.M.ASCE 3 ;and Scott A. Ashford, M.ASCE 4Abstract: A series of full-scale lateral load tests of fully instrumented ...
This paper presents the results of a series of numerical analysis carried out on piles in cohesive soils. Broms (1964a) proposed graphs to obtain ultimate lateral bearing capacity of such piles. However, the graphs do not cover all piles with different lengths. In this study, a finite differe...
LATERAL LOAD CAPACITY OF PILES PILE FOUNDATIONS USUALLY FIND RESISTANCE TO LATERAL LOADS FROM (1) PASSIVE SOIL RESISTANCE ON THE FACE OF THE CAP, (2) SHEAR ON THE BASE OF THE CAP, AND (3... MT Davisson - 《Highway Research Record》 被引量: 62发表: 1970年 Lateral Load-Deflection Predi...
Significant gaps opened between the piles and chalk during loading, that led to a substantially softer response on unloading and subsequent reloading, as well as marked axial capacity losses. Reaction curves extracted from the field measurements and applied in a one-dimensional numerical model perform...
Predicting the axial capacity of piles in sand. Computers and Geotechnics, Vol 69. 2015:485-95. Google Scholar [2] Y.S. Unsever, T. Matsumoto, M.Y. Özkan Numerical analyses of load tests on model foundations in dry sand Computers and Geotechnics, 63 (2015), pp. 255-266 View PDF...
And then by treating the soil weight involved in the strain wedge as a vertical load at the bottom of the scour hole, an equivalent wedge depth is obtained to consider the effect of scour hole dimensions on the response of laterally loaded piles in sand. The validity of the MSW model is...
lateral load near slope by dint of three-dimensional failure wedge and hyperbolicp-ycriterion, which considers the soil-pile and pile-pile interaction.The passive failure wedge model in front of the piles is introduced into the pile-group foundation under the lateral load located near slope for ...
These formulas, which describe the relationship between top displacement and stiffness, inclination and loads, can be useful to determine the horizontal load bearing capacity of the high-piled wharf with batter piles and can realize the real-time safety monitoring of the high-piled wharf for ...