Issue |
E3S Web Conf.
Volume 233, 2021
2020 2nd International Academic Exchange Conference on Science and Technology Innovation (IAECST 2020)
|
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Article Number | 03016 | |
Number of page(s) | 4 | |
Section | HCCE2020-Hydraulic, Civil and Construction Engineering | |
DOI | https://doi.org/10.1051/e3sconf/202123303016 | |
Published online | 27 January 2021 |
Research and Application of Stress and Strain Testing Method for Plain Concrete Pile
1 Jiangsu Surveying and Design Institute of Water resources Co., Ltd., Yangzhou 225127, China ;
2 Jiangsu Water Conservancy Construction Bureau, Nanjing 210029, China ;
* Corresponding author’s e-mail: vlong066@163.com
At present, the stress-strain test of pile body mainly focuses on precast pile and cast-in-place pile with reinforcement, and this is mainly because the pre-assembly of test components can be carried out in the pile body or reinforcement cage before the prefabricated pile is formed. When the pile is formed, it could be embedded together with the pile body or reinforcement cage. But for the cast-in-place plain concrete pile field test research report is rare. In view of the shortcomings of the existing test methods in the test of plain concrete piles, the resistance strain gauge and inclinometer are improved to realize their application in the field test of plain concrete piles, which is employed for the deformation characteristics test of plain concrete pile under horizontal load. The test results show the applicability of the improved test method, which provides useful references for similar research.
© The Authors, published by EDP Sciences 2021
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