DISPLACEMENT PILE BEHAVIOR IN GLACIAL CLAY

被引：45
|
作者：
LEHANE, BM [1 ]
JARDINE, RJ [1 ]
机构：
[1] UNIV LONDON IMPERIAL COLL SCI & TECHNOL,DEPT CIVIL ENGN,LONDON SW7 2BU,ENGLAND
来源：
CANADIAN GEOTECHNICAL JOURNAL | 1994年 / 31卷 / 01期
关键词：
DISPLACEMENT PILE; INSTRUMENTATION; GLACIAL TILL;
D O I：
10.1139/t94-009
中图分类号：
P5 [地质学];
学科分类号：
0709 ; 081803 ;
摘要：
The paper describes a programme of field experiments with heavily instrumented displacement piles installed in a stiff, lodgement till. Measurements of the effective stresses recorded at various levels along the pile shaft during installation, equalization, and load testing are presented. Shaft capacity is shown to be governed by an effective stress failure criterion, with the mobilized stresses depending on the clay consistency, distance from the pile tip, shaft surface texture, type of loading, installation rate, and degree of equalization.
引用
收藏
页码：79 / 90
页数：12
相关论文
共 50 条
  • [41] Behavior of pile-supported dolphins in marine clay under lateral loading - Discussion
    Platis, AD
    JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 1997, 123 (10) : 993 - 993
  • [42] Study of seismic softening behavior and ABAQUS simulation of pile-raft-clay system
    Ma, Kang
    Xu, Qiang
    Yanshilixue Yu Gongcheng Xuebao/Chinese Journal of Rock Mechanics and Engineering, 2012, 31 (SUPPL.1): : 3254 - 3263
  • [43] RELATIONSHIPS BETWEEN WALL FRICTION, DISPLACEMENT VELOCITY AND HORIZONTAL STRESS IN CLAY AND IN SAND, FOR PILE DRIVEABILITY ANALYSIS.
    Heerema, E.P.
    Ground Engineering, 1979, 12 (01): : 55 - 58
  • [44] FIELD TESTS OF THE LATERAL-LOAD BEHAVIOR OF PILE GROUPS IN SOFT CLAY.
    Matlock, Hudson
    Ingram, Wayne B.
    Kelley, Allen E.
    Bogard, Dewaine
    Proceedings of the Annual Offshore Technology Conference, 1980, 4 : 163 - 174
  • [45] Pile Setup in Glacial Soils of Northern Missouri
    Rosenblad, Brent L.
    Al-Forati, Ruaa
    Boeckmann, Andy
    GEO-CONGRESS 2024: FOUNDATIONS, RETAINING STRUCTURES, GEOSYNTHETICS, AND UNDERGROUND ENGINEERING, 2024, 350 : 8 - 16
  • [46] An Evaluation of High Pile Rebound in Glacial Till
    Reuter, Gregory R.
    STRESS WAVE THEORY AND TESTING METHODS FOR DEEP FOUNDATIONS: 10TH INTERNATIONAL CONFERENCE, 2018, 2019, 1611 : 664 - 680
  • [47] The Filtering Effect of Pile Foundations in Clay
    Iovino, Maria
    de Sanctis, Luca
    Di Laora, Raffaele
    Garala, Thejesh K.
    Madabhushi, Gopal S. P.
    JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2022, 148 (10)
  • [48] Model tests on suction pile in clay
    Varghese, SP
    GEOSHORE INTERNATIONAL CONFERENCE ON OFFSHORE AND NEARSHORE GEOTECHNICAL ENGINEERING, 2000, : 233 - 238
  • [49] SHAFT RESISTANCE OF MODEL PILE IN CLAY
    MOCHTAR, IB
    EDIL, TB
    JOURNAL OF GEOTECHNICAL ENGINEERING-ASCE, 1988, 114 (11): : 1227 - 1244
  • [50] On load displacement characteristics of pile group
    Shi Ming-lei
    Zhan Gao-feng
    ROCK AND SOIL MECHANICS, 2005, 26 (10) : 1605 - 1609
12345