Bearing Capacity of Concrete-Cored DCM Pile Composite Ground

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Abstract:

The concrete-cored DCM pile is an kind of composite pile by inserting the inner concrete pile into the DCM column socket. In two test sites, plate load test is used to measure bearing capacity of concrete-cored DCM pile composite ground. Vertical stress of surrounding soil and DCM column socket are measured by pressure cells. The axial force of precast core pile can be obtained by steel stressmeters which welded on the reinforcing steel along depth. The field tests results show that, the bearing capacity of concrete-cored DCM pile composite ground is much larger than that of original soil. The development degree of concrete-cored DCM pile bearing capacity in composite foundation increases steadily during the loading process. Both concrete-cored DCM piles and surrounding soils play an important effect on the bearing capacity of composite foundation.

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Periodical:

Advanced Materials Research (Volumes 712-715)

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951-954

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June 2013

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© 2013 Trans Tech Publications Ltd. All Rights Reserved

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[1] Lei, G. H.. Behavior of excavated rectangular piles (barrettes) in granitic coprolites[D].,2001, Hong Kong Univ. of Science and Technology, Hong Kong.

DOI: 10.14711/thesis-b709824

Google Scholar

[2] Thomas, H., and Mobley, K. Special pile foundations for a coastal permafrost site[C]. Proc., 4th Int. Conf. Cold Regions Engineering, ASCE, New York, 1986, 1–10.

Google Scholar

[3] Lu, J. H., and Lu, X. M.. Field test and study of Y-shaped pile, an unusual type of driven cast-in-situ concrete pile[J]. J. Zhejiang Water Conservancy Hydropower Coll., 2002, 14(4), 40–42.

Google Scholar

[4] Dong, P., Qin, R and Chen, Z Z.. Bearing capacity and settlement of concrete-cored DCM pile in soft ground[J]. Geotechnical and Geological Engineering, 2004, 22, 105–119.

DOI: 10.1023/b:gege.0000013994.73567.cc

Google Scholar