BASE GROUTED PILES IN THANET SANDS, LONDON

被引：0
|
作者：
SHERWOOD, DE
MITCHELL, JM
机构：
来源：
PILING AND DEEP FOUNDATIONS, VOL 1 | 1989年
关键词：
D O I：
暂无
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
引用
收藏
页码：463 / 472
页数：10
相关论文
共 50 条
  • [1] THE DESIGN AND CONSTRUCTION OF LARGE DIAMETER BASE GROUTED PILES IN THANET SAND AT BLACKWALL-YARD, LONDON
    YEATS, JA
    ORIORDAN, NJ
    PILING AND DEEP FOUNDATIONS, VOL 1, 1989, : 455 - 461
  • [2] Base and shaft grouted piles
    Troughton, VM
    Stocker, M
    PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-GEOTECHNICAL ENGINEERING, 1996, 119 (03) : 186 - 192
  • [3] STRUCTURAL CAPACITY OF PRECAST PILES WITH GROUTED BASE
    KUSAKABE, O
    KAKURAI, M
    UENO, K
    KURACHI, Y
    JOURNAL OF GEOTECHNICAL ENGINEERING-ASCE, 1994, 120 (08): : 1289 - 1306
  • [4] Complete load transfer behavior of base-grouted bored piles
    Zhang Qian-qing
    Zhang Zhong-miao
    JOURNAL OF CENTRAL SOUTH UNIVERSITY, 2012, 19 (07) : 2037 - 2046
  • [5] Complete load transfer behavior of base-grouted bored piles
    张乾青
    张忠苗
    JournalofCentralSouthUniversity, 2012, 19 (07) : 2037 - 2046
  • [6] Complete load transfer behavior of base-grouted bored piles
    Qian-qing Zhang
    Zhong-miao Zhang
    Journal of Central South University, 2012, 19 : 2037 - 2046
  • [7] Static and Dynamic Load Tests of Shaft and Base Grouted Concrete Piles
    Zhou, Jialin
    Zhang, Xin
    Jiang, Hongsheng
    Lyu, Chunhao
    Oh, Erwin
    ADVANCES IN CIVIL ENGINEERING, 2017, 2017
  • [8] JACKING THROUGH THANET SANDS AT GREENWICH.
    Fullalove, Simon
    Tunnels and Tunnelling International, 1985, 17 (12): : 54 - 55
  • [9] Osterberg load cell test results on base grouted bored piles in Bangladesh
    Castelli, RJ
    Wilkins, E
    GEO-SUPPORT 2004: DRILLED SHAFTS, MICROPILING, DEEP MIXING, REMEDIAL METHODS, AND SPECIALTY FOUNDATION SYSTEMS, 2004, (124): : 587 - 602
  • [10] Engineering properties of grouted sands
    Dano, C
    Hicher, PY
    Tailliez, S
    JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2004, 130 (03) : 328 - 338
12345