A New Load-Transfer Factor to the Slipping Analytical Formulation in Axially Loaded Piles

نویسندگان

چکیده

The load-transfer factor () in the concentric cylinder approach is often used analytical formulation axially loaded piles. a constant value (in given pile slenderness ratio and soil condition) devised under elastic ‘pre-failure’ perfect pile–soil bonding conditions (a non-slip model). Given most numerical methods have already considered slipping stage, limitations of models recently been discussed, recommended. Therefore, this research aims to investigate models. This paper reviews that only linear some Gibson conditions. Beyond these conditions, varies as pile-head load increases cohesionless soils. Adopting existing will deviate load–displacement results, supported by results. new equation proposed factor, method varying during loading for improvement. Results presented demonstrate improved

برای دانلود رایگان متن کامل این مقاله و بیش از 32 میلیون مقاله دیگر ابتدا ثبت نام کنید

اگر عضو سایت هستید لطفا وارد حساب کاربری خود شوید

منابع مشابه

Experimental Load Transfer of Piles Subject to Lateral Soil Movement

Remediation of slope failures requires stabilization alternatives that address causes of slope instability. Slope reinforcement and pile stabilization systems, if properly designed, are effective in preventing slope movements in weak soils. Soil load transfer to pile elements from the lateral soil movement as occurs in slope failures is a complex soil-structure interaction problem, and the sign...

متن کامل

prediction of ultimate bearing capacity of axially loaded piles using a support vector machine

bearing capacity prediction of axially loaded piles is one of the most important problems in geotechnical engineering practices, with a wide variety range of methods which have been introduced to forecast it accurately. machine learning methods have been reported by many contemporary researches with some degree of success in modeling geotechnical phenomena. in this study, a fairly new machine l...

متن کامل

from linguistics to literature: a linguistic approach to the study of linguistic deviations in the turkish divan of shahriar

chapter i provides an overview of structural linguistics and touches upon the saussurean dichotomies with the final goal of exploring their relevance to the stylistic studies of literature. to provide evidence for the singificance of the study, chapter ii deals with the controversial issue of linguistics and literature, and presents opposing views which, at the same time, have been central to t...

15 صفحه اول

Laterally loaded rigid piles in cohesionless soil

In this paper, limiting force profile for laterally loaded rigid piles in sand and is differentiated from the on-pile force profile, from which elastic-plastic solutions are established and presented in explicity expressioins. Nonlinear responses of the piles are characterized by slip depths mobilized from mudline and the pile-tip. At the states of tip-yield and rotation point yield, expression...

متن کامل

ذخیره در منابع من


  با ذخیره ی این منبع در منابع من، دسترسی به آن را برای استفاده های بعدی آسان تر کنید

ژورنال

عنوان ژورنال: Geotechnics

سال: 2022

ISSN: ['2673-7094']

DOI: https://doi.org/10.3390/geotechnics2010008