Experimental Research on Statnamic Load Test of Long Rock Socket Bored Pile

Deng Feng Sang; Lin Wang Su; Zhan Wang; De Yin Tan

doi:10.4028/www.scientific.net/AMM.501-504.96

Paper Titles

Stability Analysis of Gravity Dam on Soil Foundation
p.79

Study of Seepage and Stability of Foundation Pit under Continuous Rainy Conditions
p.83

Monitoring Study of Guang'anmen Hospital Outpatient Building Foundation Pit Excavation
p.88

Predication of Rock Cutting Force of Conical Pick Based on RBF Neural Network
p.92

Experimental Research on Statnamic Load Test of Long Rock Socket Bored Pile
p.96

Experimental Research for the Soft Soil Foundation Reinforced by Vibro-Replacement Stone Pile
p.101

The Bearing Capacity and Failure Mechanism of Foundations near Slope Based on Nondimensional Parameters
p.107

Finite Element Analysis of the Surface Settlement Induced by the Shield Tunnel Construction
p.111

The Study on Dynamic Mechanical Response under Staged Loading
p.115

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 501-504Experimental Research on Statnamic Load Test of...

Experimental Research on Statnamic Load Test of Long Rock Socket Bored Pile

Abstract:

Through the Statnamic load test on working bored pile, the displacement of pile top and the distributing of axis force along the bored pile were brought forward and two methods were used for interpretation the test result. The bearing capacity, axial force, shaft friction and pile toe resistance of pile were all illustrated. The result show that the Statnamic load test method can check the pile capacity quite easily, it is quite difficult to test the ultimate pile capacity.

You might also be interested in these eBooks

Advances in Civil and Structural Engineering III

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volumes 501-504)

Pages:

96-100

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.501-504.96

Citation:

Cite this paper

Online since:

January 2014

Authors:

Deng Feng Sang*, Lin Wang Su, Zhan Wang, De Yin Tan

Keywords:

Capacity, Long Rock Socket Bored Pile, Skin Friction, Statnamic Load Test

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

* - Corresponding Author

References

[1] Yamashita K, Tsubakihara Y, Kakurai M, Fukuhara T. Analytical study of Statnamic test of a cast-in-place concrete pile. In: Proceedings of the International Conference on Design and Construction of Deep Foundations, vol. II.; 1994. p.601–615.

Google Scholar

[2] Lin SS, Yeh SC, Juang CH, Chang YH, Statnamic tests for six long rock socketed shafts. In: Foundations and ground improvement, ASCE; 2001. GSP No. 113. p.524–538.

Google Scholar

[3] Brown DA. Evaluation of static capacity of deep foundations from Statnamic testing. Geotech Testing J 1994; 17(4): 403–414.

DOI: 10.1520/gtj10301j

Google Scholar

[4] Lewis CL, Analysis of axial Statnamic testing by the segmental unloading point method. Florida, USA: University of South Florida; (1999).

Google Scholar

[5] Lin SS, Yeh SC, Juang CH, Chang YH. Segmental unloading point method for interpretation of some Statnamic tested shafts. Geotech Eng J 2001; 32(1): 15–22.

Google Scholar

[6] Lin SS, Hong JL, Lee WF, Structural damping concept for interpretation of Statnamic pile load test results. In: GeoSupport 2004, ASCE; 2004. GSP No. 124. p.790–799.

DOI: 10.1061/40713(2004)47

Google Scholar