Numerical Simulation and Analysis of Centrifuge Model Tests with Nonhomogeneous Materials in Geotechnical Engineering

Article Preview

Abstract:

The primary methods are antetype observation and model tests which to check the actual engineering status in geotechnical engineering field. The antetype observation is the best direct and convictive method, but approach miscellaneous and spend hugely. The general model tests can not fulfil the same stress between model and antetype. Geotechnical centrifuge model test can not only minish the measure of model and fulfil the comparability condition, but also can found all kinds of non-symmetrical models and simulation all kinds of complicated engineering. So the geotechnical centrifuge model test is applied widely in the geotechnical engineering. This paper used the RFPA-Centrifuge and recured to the principle of geotechnical centrifuge model test, evaluated the safety of model only by increase the physical strength. Though the numerical calculating in nonhomogeneous models with different scales showed that stress, displacement and failure mode were accord with conform ratio of centrifuge model tests. Showed the advantage that the results of RFPA can be validated each other with results of physical tests. For some specifical complicated items in geotechnical engineering, make a good test model is not only very hard and have to spend much time, but also need expensive test equipment and much money for test materials. It is very good if we can use a method to conquer these shortages. So it is advisable that using the mechod which geotechnical centrifuge tests combine RFPA-Centrifuge numerical simulation analysis method.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

495-501

Citation:

Online since:

August 2013

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2013 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] You Xin-hua, Li xiao. Current status and prospent of application of centrifugal model test to slope engineering [J]. Journal of Engineering Geology, 2000, 8(4): 442-445.

Google Scholar

[2] Huang Zhi-quan, Wang Si-jing. A surey of application of centrifugal model testing in China[J]. Chinesg Journal of Rock Mechanics and Engieering, 1998, 17(2): 199-204.

Google Scholar

[3] C.F. Leung Y.K. Chow, and R.F. Shen. Behavior of Pile Subject to Exavation-Induced Soil Movement[J]. Journal of Geotechnical and Geoenvironmental Engineering, Vol . 126, No. 11, November 2000, PP. 947-954.

DOI: 10.1061/(asce)1090-0241(2000)126:11(947)

Google Scholar

[4] Saad Ali Aihan and Dobroslav Znidarcic. Centrifugal Modeling of Bearing Capacity of Shallow Foundations on Sands[J]. Journal of Geotechnical Engiveering, Vol. 121, No. l0, October 1995, PP. 704-712.

DOI: 10.1061/(asce)0733-9410(1995)121:10(704)

Google Scholar

[5] A. Balakrishnan and B . L. Kutter. Settlement, Sliding, and Liquefaction Remediation of Layered Soil[J]. Journal of Geotechnic and Geoenvironmental Engineering, Vol . 125 , No. 11 , November 1999, PP. 968-978.

DOI: 10.1061/(asce)1090-0241(1999)125:11(968)

Google Scholar

[6] Silas C. Nichols and Deborah J. Goodings. Physical Model Testing of Compaction Grouting in Cohesionless Soil[J]. Journal of Geotechnicel and Geoenvironmental Engineering, Vol. 126, No. 9, September 2000, pp.848-852.

DOI: 10.1061/(asce)1090-0241(2000)126:9(848)

Google Scholar

[7] Tang Chun-an, Tang Lie-xian, Li Lian-chong, Li Chang-wen. Centrifugal loading method of RFPA for the failure process analysis of rock and soil structure[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(1): 71-76.

Google Scholar

[8] Tang Chun-an, Li Lian-chong. RFPA centrifugal mode-theory and application[J]. Failure Mechanics Letters, 2005, 3: 41-42.

Google Scholar

[9] Zhu Wan-cheng, Tang Chun-an, Yang Tian-hong, Liang Zheng-zhao. Constitutive relationship of mesoscopic elements used in RFPA2D and its validations[J]. Chinese Journal of Rock Mechanics and Engineering, 2003, 22(1): 24-29.

Google Scholar

[10] Tang Chun-an, Zhu Wan-cheng, Li Lian-chong. Numerical photo elastic fringe of stress distribution during failure process of material[J]. Mechanics and Engineering, 2002, 24(5): 47-50.

Google Scholar