Development of Axial Pile Load Transfer Curves Based on Instrumented Load Tests

被引:42
|
作者
Bohn, Cecilia [1 ]
dos Santos, Alexandre Lopes [2 ]
Frank, Roger [2 ]
机构
[1] Keller Holding GmbH, Kaiserleistr 8, D-63067 Offenbach, Germany
[2] Ecole Natl Ponts & Chaussees, 6 & 8 Ave Blaise Pascal Cite Descartes, F-77455 Champs Sur Marne 2, Marne La Vallee, France
关键词
SINGLE PILE; SETTLEMENT PREDICTION; DEFORMATION; SOILS;
D O I
10.1061/(ASCE)GT.1943-5606.0001579
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
The load transfer method is an efficient and practical tool for the analysis of single piles and combined systems such as pile-raft foundations and rigid inclusions. The existing transfer curves rely either on the measurement of the pressuremeter modulus, which is not widespread at the international level, or they have been developed only for specific pile and ground types. In order to develop new transfer curves valid for all pile and ground types without the need of pressuremeter tests, a database of 50 instrumented pile load tests was examined. The existing curves were first compared to the measurements at the pile shaft and at the tip. Then the parameters of the most appropriate curve types, the cubic root and the hyperbolic curve, were calibrated in order to best match the measurements. A single set of parameters for each proposed curve type is suitable enough for most pile and ground types. The good agreement of the proposed curves was confirmed by applying them to assess the overall load-settlement curve of 72 other pile load tests. (C) 2016 American Society of Civil Engineers.
引用
收藏
页数:15
相关论文
共 50 条
  • [21] Pile length optimization by using shaft friction and end bearing curves developed from instrumented pile load test
    Oh, Yong Ping
    Ismail, Mohd Ashraf Mohamad
    PHYSICS AND CHEMISTRY OF THE EARTH, 2023, 129
  • [22] Load test on a large diameter instrumented bored pile
    Saglamer, A
    Elif, Y
    Muge, I
    Orhan, I
    PROCEEDINGS OF THE FIFTEENTH INTERNATIONAL CONFERENCE ON SOIL MECHANICS AND GEOTECHNICAL ENGINEERING VOLS 1-3, 2001, : 999 - 1002
  • [23] Load transfer of the disconnected pile
    Lin, Congyu
    Liu, Qijian
    Su, Yaohui
    Yue, Cheng
    Zeng, Lei
    ACTA GEOTECHNICA, 2024, 19 (08) : 5673 - 5684
  • [24] MEASUREMENT OF PILE LOAD TRANSFER
    HUNTER, AH
    DAVISSON, MT
    MATERIALS RESEARCH AND STANDARDS, 1968, 8 (05): : 50 - &
  • [25] Methods for Deriving p-y Curves from Instrumented Lateral Load Tests
    Department of Civil Engineering, The University of Akron, Akron
    OH
    44325-3905, United States
    Geotech. Test. J., 2006, 1 (31-38):
  • [26] Methods for deriving p-y curves from instrumented lateral load tests
    Yang, Ke
    Liang, Robert
    GEOTECHNICAL TESTING JOURNAL, 2007, 30 (01): : 31 - 38
  • [27] Assessment of ultimate load of drilled shaft socketed in rocks based on pile load tests
    Hong, Won Pyo
    Hong, Seongwon
    GEOMECHANICS AND ENGINEERING, 2021, 26 (03) : 215 - 225
  • [28] PILE LOAD TESTS - CYCLIC LOADS AND VARYING LOAD RATES
    KRAFT, LM
    COX, WR
    VERNER, EA
    JOURNAL OF THE GEOTECHNICAL ENGINEERING DIVISION-ASCE, 1981, 107 (01): : 1 - 19
  • [29] Detecting Piston Effect on Drilled Shafts Side Resistance Using Instrumented Pile Load Tests
    Akl, Sherif Adel Yahia
    Mossaad, Mostafa Elsayed
    KSCE JOURNAL OF CIVIL ENGINEERING, 2021, 25 (03) : 822 - 832
  • [30] Detecting Piston Effect on Drilled Shafts Side Resistance Using Instrumented Pile Load Tests
    Sherif Adel Yahia Akl
    Mostafa Elsayed Mossaad
    KSCE Journal of Civil Engineering, 2021, 25 : 822 - 832