Destructive field tests on mobilization of end resistance of cast-in-situ bored piles

Author:

Liu Nian-wu,Zhang Zhong-miao,Zhang Qian-qing,Fang Kai

Publisher

Springer Science and Business Media LLC

Subject

Metals and Alloys,General Engineering

Reference22 articles.

1. MING K Q. Analysis of bearing mechanism of socketed pile [J]. Rock and Soil Mechanics, 1998, 19(1): 65–69. (in Chinese)

2. JIANG J P, WANG M W, GAO G Y. Contrastive study on influence of difference of pile end rock-soil layer on super-long pile [J]. Chinese Journal of Rock Mechanics and Engineering, 2004, 23(18): 3190–3195. (in Chinese)

3. HE J. Testing study on vertical bearing properties of cast-in-place pile in muddy rock foundation [J]. Chinese Journal of Rock Mechanics and Engineering, 2002, 21(10): 1573–1577. (in Chinese)

4. ZHAN C Z, YIN J H. Field static load tests on drilled shaft founded on or socketed into rock [J]. Canada Geotechnical Journal, 2000, 37(6): 1283–1294.

5. CHU E H. Base grouted bored pile on weak granite [C]// Proceedings of the Third International Conference: Grouting And Ground Treatment. New Orleans: American Society of Civil Engineers, 2003: 716–727.

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