Improvement of Laminar Shear Container for Shaking Table Test

Abstract:

Article Preview

Shaking table test is an important method to study on the problem of the soil-structure dynamic interaction. The property of the soil container directly affects the accuracy of the result. A laminar shear container was designed for shaking table test. And a shaking table test on soil-underground structure dynamic interaction which structure lay in clay was conducted. The results of the test show that the container eliminated the boundary effect when the dynamic load was applied in only one horizontal direction. Meanwhile, the stiffness of the soil container could be changed according to the change of the model soil, which is applicable to decrease the boundary effect.

Info:

Periodical:

Advanced Materials Research (Volumes 588-589)

Edited by:

Lawrence Lim

Pages:

1889-1893

Citation:

H. F. Sun et al., "Improvement of Laminar Shear Container for Shaking Table Test", Advanced Materials Research, Vols. 588-589, pp. 1889-1893, 2012

Online since:

November 2012

Export:

Price:

$38.00

[1] Liu Jingbo, Li Bin. Issues on the seismic analysis and design of subway structures [J]. China Civil Engineering Journal, 2006, 39(6): 106-110.

[2] HE Haijian, LIU Weining, WANG Ting. Probe into Current Status of Anti-seismic Study on Subway [J]. China Safety Science Journal, 2005, 15(8): 3-7.

[3] Liao Zhenpeng: Introduction to Wave Motion Theories for Engineering (Science Press, China, 2004).

[4] Yang Linde. Ji Qianqian, Zheng Yonglai, Yang Chao. Study on design of test box in shaking table test for subway station structure in soft soil [J]. Chinese Journal of Geotechnical Engineering, 2004, 26(1): 75-78.

DOI: https://doi.org/10.1007/s11709-007-0022-2

[5] Chen Guoxing, Zhuang Haiyang, Cheng Shaoge, Du Xiuli, Li Liang. A large-scale shaking table test for dynamic soil-metro tunnel interaction: test scheme [J] Earthquake Engineering and Engineering Vibration, 2006, 26(6): 178-183.

[6] Meymand P. Shaking table scale model test of nonlinear building- pile- superstructure interaction in soft clay[D]. Berkeley: University of California Berkeley, (1998).

[7] Whitman R V, Lambe P C, Kutter B L. Initial results from a stacked ring apparatus for simulation of a soil profile[A]. In:Proceedings of the International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics[C] St. Louis, USA: [s. n. ], 1981: 1 105–1110.

[8] Chen Guo-xing, Wang Zhi-hua, Zuo Xi, Du Xiu-li, Han Xiao-jian. Development of Laminar Shear Soil Container for Shaking Table Test [J]. Chinese Journal of Geotechnical Engineering, 2010, 32(1): 89-98.