Evaluation of methods for predicting axial capacity of jacked-in and driven piles in cohesive soils

被引：2

作者：

Vukicevic, Mirjana ^{[1
]}

Marjanovic, Milos ^{[1
]}

Pujevic, Veljko ^{[1
]}

Obradovic, Nikola ^{[1
]}

机构：

[1] Univ Belgrade, Fac Civil Engn, Belgrade, Serbia

来源：

GRADEVINAR | 2018年 / 70卷 / 08期

关键词：

jacked-in MEGA pile; Franki pile; pile axial capacity; static load test; CPT;

D O I：

10.14256/JCE.2175.2017

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

This paper presents the evaluation of methods for predicting the ultimate axial bearing capacity of single piles based on the cone penetration test (CPT) results, and the evaluation of static methods based on the effective and total stress analysis. Seventeen jacked-in MEGA piles and eight Franki piles of different lengths are considered. The results show that the Bustamante & Gianeselli (LCPC) method is the most appropriate for the studied geotechnical conditions and pile types.

引用

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页码：685 / 693

页数：9

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