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高应变动力试桩法检测预应力管桩的完整性 |
郭生浦1, 梁涛2, 刘永翔1, 杜聿麟1 |
1. 广东省华南工程物探技术开发总公司, 广州 510080;
2. 广东省公路勘察规划设计院, 广州 510507 |
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THE APPL ICATION OF HIGH STRAIN DY NAMIC PIL ETES-TING METHOD TO CHECKING THE PERFECTION OF THE PRESTRESSED PILE |
Guo Shengpu1, Liang Tao2, Liu Yongxiang1, Du Yulin1 |
1. South China Corporation of Engineering Geophysical Technological Development in Guangdong Province, Guangzhou 510080;
2. Guangdong Plannting and Designing Institute for Highway Exploration, Guangzhou 510507 |
引用本文: |
郭生浦, 梁涛, 刘永翔, 杜聿麟. 高应变动力试桩法检测预应力管桩的完整性[J]. 物探与化探, 1998, 22(3): 234-235,233.
Guo Shengpu, Liang Tao, Liu Yongxiang, Du Yulin. THE APPL ICATION OF HIGH STRAIN DY NAMIC PIL ETES-TING METHOD TO CHECKING THE PERFECTION OF THE PRESTRESSED PILE. Geophysical and Geochemical Exploration, 1998, 22(3): 234-235,233.
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链接本文: |
https://www.wutanyuhuatan.com/CN/
或
https://www.wutanyuhuatan.com/CN/Y1998/V22/I3/234
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〔1〕 徐攸在、刘兴满,动力测桩新技术,中国建筑工业出版社,279~313,1989。
〔2〕 何樵登主编,地震勘探原理和方法,地质出版社,77~116,1986。
〔3〕 郭生浦等,用高应变动力试桩法检测H型钢桩桩长,物探与化探,20(3):237~240,1996。
〔4〕 郭生浦等,高应变动力试桩法检测桩长,桂林工学院 |
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