An analysis method for the response of combined side-and-tip grouting pile

Author:

Liu Shan-wei,Zhang Qian-qing,Li Hai-tao,Yu Xian-tao,Liu Gui-hai,Cui Wei

Funder

Young Experts of Taishan Scholar Project of Shandong Province

National Natural Science Foundation of China

Shandong Provincial Natural Science Foundation for Distinguished Young Scholars

Publisher

Springer Science and Business Media LLC

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Reference28 articles.

1. Alwalan MF, El Naggar MH (2020) Analytical models of impact force-time response generated from high strain dynamic load test on driven and helical piles. Comput Geotech 128:103834

2. Dai GL, Gong WM, Zhao XL (2011) Static testing of pile-base post-grouting piles of the suramadu bridge. Geotech Test J 34(1):34–49

3. Dai GL, Wan ZH (2017) Enhanced mechanism and load-settlement relationship of post-grouting piles. Chin J Geotech Eng 39(12):2235–2244

4. Dai GL, Wan ZH, Zhu MX, Gong WM (2018) The model of grout migration height for pressured grouting at pile tip based on time-dependent behavior of viscosity and its engineering application. Rock Soil Mech 39(8):2941–2950

5. Kamal ZA, Arab MG, Dif A (2016) Analysis of the arching phenomenon of bored piles in sand. Alex Eng J 55(3):2639–2645

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