Single Bored Pile Settlement Prediction Taking into Account the Elastic-Plastic Behavior of the Soil

IF 0.8 4区工程技术 Q4 ENGINEERING, GEOLOGICAL

Soil Mechanics and Foundation Engineering Pub Date : 2024-07-30 DOI:10.1007/s11204-024-09965-9

R. F. Sharafutdinov, D. E. Razvodovskii, D. S. Zakatov

引用次数: 0

Abstract

An engineering method for single-bored pile settlement prediction considering the elastic–plastic behavior of soils is proposed. The method is based on the Botkin–Kondner hyperbolic model. The comparison of the engineering method and bored long pile load test results in overconsolidated soil is presented. The single-pile settlement prediction taking into account the nonlinear behavior of soils is more accurate. The friction reduction coefficient of the pile shaft resistance in overconsolidated soil has been refined.

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考虑土壤弹塑性行为的单根钻孔灌注桩沉降预测

考虑到土壤的弹塑性行为，提出了一种用于单孔桩沉降预测的工程方法。该方法基于 Botkin-Kondner 双曲线模型。该工程方法与超固结土中钻孔长桩荷载试验结果进行了比较。考虑到土壤非线性行为的单桩沉降预测更为精确。完善了过固结土中桩轴阻力的减摩系数。

本文章由计算机程序翻译，如有差异，请以英文原文为准。

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来源期刊

Soil Mechanics and Foundation Engineering ENGINEERING, GEOLOGICAL-

CiteScore

1.50

自引率

12.50%

发文量

审稿时长

6 months

期刊介绍： Soil Mechanics and Foundation Engineering provides the Western engineer with a look at Russian advances in heavy construction techniques. Detailed contributions by experienced civil engineers offer insights into current difficulties in the field, applicable innovative solutions, and recently developed guidelines for soil analysis and foundation design.