Osterberg load cell test results on base grouted bored piles in Bangladesh

被引：0
|
作者：
Castelli, RJ [1 ]
Wilkins, E [1 ]
机构：
[1] Parsons Brinckerhoff, New York, NY 10119 USA
来源：
GEO-SUPPORT 2004: DRILLED SHAFTS, MICROPILING, DEEP MIXING, REMEDIAL METHODS, AND SPECIALTY FOUNDATION SYSTEMS | 2004年 / 124期
关键词：
D O I：
暂无
中图分类号：
P5 [地质学];
学科分类号：
0709 ; 081803 ;
摘要：
The paper presents the results of an Osterberg load test program performed for the Paksey Bridge over the Padma (Ganges) River in western Bangladesh. The test program included the installation and testing of two 1.5-m diameter bored piles to depths of 65 m and 91 m. The paper discusses the design of the high capacity bored piles for a site susceptible to deep scour. The paper also discusses the installation of the test piles, and the application of base-grouting to improve end bearing resistance. Finally, the paper documents and evaluates the results of Osterberg load tests at the two test piles, including a comparison of pile capacity prior to and following base grouting.
引用
收藏
页码：587 / 602
页数：16
相关论文
共 40 条
  • [1] Complete load transfer behavior of base-grouted bored piles
    Zhang Qian-qing
    Zhang Zhong-miao
    [J]. JOURNAL OF CENTRAL SOUTH UNIVERSITY, 2012, 19 (07) : 2037 - 2046
  • [2] Complete load transfer behavior of base-grouted bored piles
    张乾青
    张忠苗
    [J]. Journal of Central South University, 2012, 19 (07) : 2037 - 2046
  • [3] Complete load transfer behavior of base-grouted bored piles
    Qian-qing Zhang
    Zhong-miao Zhang
    [J]. Journal of Central South University, 2012, 19 : 2037 - 2046
  • [4] The use of Osterberg cell load tests to predict piles resistance
    Pinto, A.
    Pita, X.
    [J]. GEOTECHNICAL AND GEOPHYSICAL SITE CHARACTERIZATION 4, VOLS I AND II, 2013, : 1773 - 1778
  • [5] Calibrating Resistance Factors of Single Bored Piles Based on Incomplete Load Test Results
    Ching, Jianye
    Lin, Horn-Da
    Yen, Ming-Tso
    [J]. JOURNAL OF ENGINEERING MECHANICS-ASCE, 2011, 137 (05): : 309 - 323
  • [6] Analysis on the behavior of base-grouted bored piles embedded in various bearing layers
    Li, B. J.
    Zang, H. M.
    Zheng, X.
    [J]. ENERGY SCIENCE AND APPLIED TECHNOLOGY (ESAT 2016), 2016, : 739 - 743
  • [7] Generalization of the Test Results of Bored Piles in Rocky Soils
    Shulyat'ev, O. A.
    Sharafutdinov, R. F.
    Shulyat'ev, S. O.
    [J]. SOIL MECHANICS AND FOUNDATION ENGINEERING, 2022, 59 (01) : 1 - 6
  • [8] Generalization of the Test Results of Bored Piles in Rocky Soils
    O. A. Shulyat’ev
    R. F. Sharafutdinov
    S. O. Shulyat’ev
    [J]. Soil Mechanics and Foundation Engineering, 2022, 59 : 1 - 6
  • [9] Comparison between Osterberg and Statnamic load test on large diameter drilled piles
    de Mello, Luiz Guilherme
    Robbe, Guilherme
    Bilfinger, Werner
    [J]. DEEP FOUNDATIONS ON BORED AND AUGER PILES, PROCEEDINGS, 2009, : 229 - +
  • [10] Comparing dynamic and static test results of bored piles
    Long, Michael
    [J]. PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-GEOTECHNICAL ENGINEERING, 2007, 160 (01) : 43 - 49
1234