agreement.Accordingtotestresultsofsinglepile,lateralresponseofpileslargelydependsonprofileoflimitingforceinshallowsoil.Horizontalbearingcapacityofboredpilesisimprovedviagroutingtechnique.Forpilewithpost-groutedsoilaround,horizontaldisplacementofpiletopissignificantlyreduced.Themaximumbendingmomentsofpilewithgroutingdecrease...
Lateral Load Capacity of Shear Pile I. Long Pile Check Lateral Load on Pile (SLS) Hu = 60 KN Shear Pile Outside Diameter ODSP= 323.9 mm Shear Pile Thickness TSP = 6.3 mm Shear Pile Length LSP= 8 m 2 Yield Strength of Grade 43 Steel Ys = 250 N/mm Design Life = 120 Years Rate ...
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 ...
IT IS SUGGESTED THAT THE LATERAL EFFECTIVE STRESSES IN THE GROUND CONTROL THE MAGNITUDE OF PILE SHAFT FRICTION WHEN RATES OF LOADING ARE SLOW ENOUGH TO ENS... RJ Chandler 被引量: 82发表: 1968年 Elasto‐plastic analyses of deep foundations in cohesive soil The bearing capacity of deep foundatio...
The analysis and computation of the ultimate lateral capacity of rigid piles is usually based on a simplified soil pressure distribution along the pile length. Actual soil pressure distributions were measured in a rigid model pile along its length and across the diameter and it was found that the...
Both lateral stiffness and lateral capacity of piles (friction or end-bearing) are very sensitive to the properties of the surrounding soil. In current seismic analysis procedures, the effect of soil on lateral response is incorporated through nonlinear distributed soil springs along the pile within ...
Method of evaluation of comprehensive effect coefficient for lateral bearing capacity of pile group are presented. The comparison between calculated and measured values shows that this method is feasible and simple. References Related Articles [1] ZHAO Ming-hua, XIAO Yao, XU Zhuo-jun, YANG Chao...
The first element is a series of full scale field studies on hollow bar micropiles installed in cohesive soils, while the second is numerical ... A Elaziz,A Yehia 被引量: 14发表: 2012年 Effects of Soil Slope on Lateral Capacity of Piles in Cohesive Soils. Pile supported bridges are typi...
The analysis and computation of the ultimate lateral capacity of rigid piles is usually based on a simplified soil pressure distribution along the pile length. Actual soil pressure distributions were measured in a rigid model pile along its length and across the diameter and it was found that the...
1. The study on the lateral bearing capacity of the pile foundation inliquefying sand under seismic loading becomes a research hotspot ingeotechnical engineering in these decades. 为此,本文进行了振动台模型试验,对液化土中桩基水平承载特性进行了研究。