Use of the piezocone test to predict the axial capacity of driven and jacked piles in clay

被引：52

作者：

Almeida, MSS ^{[1
]}

Danziger, FAB ^{[1
]}

Lunne, T ^{[1
]}

机构：

[1] NORWEGIAN GEOTECH INST,N-0806 OSLO,NORWAY

来源：

CANADIAN GEOTECHNICAL JOURNAL | 1996年 / 33卷 / 01期

关键词：

clay; pile; piezocone; cone penetration test; axial pile capacity; skin friction;

D O I：

10.1139/t96-022

中图分类号：

P5 [地质学];

学科分类号：

0709 ; 081803 ;

摘要：

Results of 43 load tests on driven and jacked piles performed at eight clayey sites have been back-analysed using piezocone test data. A method to evaluate the axial capacity of piles has been proposed in which the pile unit skin friction and the unit end bearing resistance are computed from the net corrected cone resistance, q(net). Correlation factors between piezocone and pile load tests were back-calculated using this approach. As most of the pile tests performed were tension tests, special emphasis was given to the evaluation of the pile unit skin friction.

引用

下载

页码：23 / 41

页数：19

共 50 条

[1] Use of the piezocone test to predict the axial capacity of driven and jacked piles in clay
Almeida, Marcio S.S.
Danziger, Fernando A.B.
Lunne, Tom
Canadian Geotechnical Journal, 33 (01): : 23 - 41
[2] Evaluation of methods for predicting axial capacity of jacked-in and driven piles in cohesive soils
Vukicevic, Mirjana
Marjanovic, Milos
Pujevic, Veljko
Obradovic, Nikola
GRADEVINAR, 2018, 70 (08): : 685 - 693
[3] Numerical study of set-up effects on axial capacity of jacked piles in saturated clay
Li, Zihang
Hu, Dan
Li, Fen
Xiong, Wenlin
Ocean Engineering, 2024, 314
[4] Assessment of design methods for axial bearing capacity of driven piles in clay
Su Shi-ding
Yang Zhong-xuan
Guo Wang-bo
ROCK AND SOIL MECHANICS, 2015, 36 : 389 - 393
[5] Field test of penetration characteristics of jacked piles in layered clay
Sang S.
Bai X.
Kong L.
Wang Y.
Zhang M.
Yanshilixue Yu Gongcheng Xuebao/Chinese Journal of Rock Mechanics and Engineering, 2022, 41 (10): : 2135 - 2148
[6] CPT-Based Axial Capacity Design Method for Driven Piles in Clay
Lehane, Barry M.
Liu, Zhongqiang
Bittar, Eduardo J.
Nadim, Farrokh
Lacasse, Suzanne
Bozorgzadeh, Nezam
Jardine, Richard
Ballard, Jean-Christophe
Carotenuto, Pasquale
Gavin, Kenneth
Gilbert, Robert B.
Bergan-Haavik, Jens
Jeanjean, Philippe
Morgan, Neil
JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2022, 148 (09)
[7] Axial response of driven piles in clays from seismic piezocone tests
Niazi, F. S.
Mayne, P. W.
Woeller, D. J.
GEOTECHNICAL AND GEOPHYSICAL SITE CHARACTERIZATION 4, VOLS I AND II, 2013, : 1115 - 1121
[8] FRICTION CAPACITY OF PILES DRIVEN INTO CLAY
KRAFT, LM
FOCHT, JA
AMERASINGHE, SF
JOURNAL OF THE GEOTECHNICAL ENGINEERING DIVISION-ASCE, 1981, 107 (11): : 1521 - 1541
[9] FRICTION CAPACITY OF PILES DRIVEN INTO CLAY
Kraft, Leland M.
Focht Jr., John A.
Amerasinghe, Srinath F.
Journal of the Geotechnical Engineering Division, 1981, 107 (11): : 1521 - 1541
[10] General study on the axial capacity of piles of offshore wind turbines jacked in sand
El Haffar, I.
Blanc, M.
Thorel, L.
PHYSICAL MODELLING IN GEOTECHNICS, VOL 1, 2018, : 701 - 706

← 1 2 3 4 5 →