FULL-SCALE TEST STUDY ON FRICTIONAL RESISTANCE AND END BEARING OF DX PILES CAST-IN-SITU

Shen Baohan; Chen Lun; Wang Haiyan; He Dexin; Sun Junping

doi:10.13204/j.gyjz200403003

Volume 34 Issue 3

Dec. 2014

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Shen Baohan, Chen Lun, Wang Haiyan, He Dexin, Sun Junping. FULL-SCALE TEST STUDY ON FRICTIONAL RESISTANCE AND END BEARING OF DX PILES CAST-IN-SITU[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(3): 9-14,29. doi: 10.13204/j.gyjz200403003

Citation:

Shen Baohan, Chen Lun, Wang Haiyan, He Dexin, Sun Junping. FULL-SCALE TEST STUDY ON FRICTIONAL RESISTANCE AND END BEARING OF DX PILES CAST-IN-SITU[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(3): 9-14,29. doi: 10.13204/j.gyjz200403003

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FULL-SCALE TEST STUDY ON FRICTIONAL RESISTANCE AND END BEARING OF DX PILES CAST-IN-SITU

doi: 10.13204/j.gyjz200403003

1.
1. Beijing Building Construction Research Institute Beijing 100039;
2.
2. Dept. of Hydraulic Engrg.,Tsinghua University Beijing 100084;
3.
3. Beijing Zhongkuo Foundation Co.,Ltd. Beijing 100083

Received Date: 2003-11-16
Publish Date: 2004-03-20

Abstract

Abstract

Through static loading tests of full-scale model DX piles cast-in-situ, the distribution and development of the frictional resistance and the end bearing of DX piles are studied.The properties of the ratio of the frictional resistance and the end bearing to the pile head load are also discussed.
- DX pile,
- loading test,
- bearing capacity,
- frictional resistance,
- end bearing,
- full-scale model