Analysis of the Interaction Between the Upper and Lower Piles in a Self-Anchored Test Pile

Author:

Ma H.,Zhou P.,Yao W.

Publisher

Springer Science and Business Media LLC

Subject

General Energy,Soil Science,Ocean Engineering,Geotechnical Engineering and Engineering Geology,Water Science and Technology

Reference16 articles.

1. K. Osamu, K. Shiori, N. Shiori, S. Toru, and M. Tomohisa, "Analytical study of the main causes of damage to pile foundations during the 2011 off the Pacific coast of Tohoku earthquake," Jpn. Archit. Rev., 1(2), 235-244 (2018).

2. M. X. Su, Y. M. Liu, Y. G. Xue, C. Q. Qu, and Y. Zhao, "Detection method of pile foundation on subway lines based on cross-hole resistivity computed tomography," J. Perform. Const. Fac., 34(6), 1142-1160 (2020).

3. L. N. Xia and X. H. Wang, "Design and test of pile foundation with negative skin friction," Rock Soil Mech., S2, 491-494 (2003).

4. M. F. Alwalan and M. H. El Naggar, "Analytical models of impact force-time response generated from high strain dynamic load test on driven and helical piles," Comput. Geotech., 128, 0266-352X (2020).

5. J. M. Zhu, K. C. Yin, W. M. Gong, and L. F. Xie, "Discussion on some problems of self-balanced static load test standard in China, America and Europe," Rock Soil Mech., 41(10), 3491-3499 (2020).

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