World Construction

The State and the Arts of Research on Foundation Buried Depth Effect on Building Structure

Liang Li, Xiuli Du, Liyun Li

Abstract


The state and the arts of research on foundation buried depth effect on building structures are reviewed and summarized in detail from such aspects as static response property and dynamic response property, and a brief discussion is carried out on the future developments and studies. Different scholars have conducted research for this aspect of the issue; the conclusions vary because of differences in the conditions of the upper structure stiffness. Superstructure should consider different stiffness conditions a lot of numerical calculations, foundation depth summary obtained reaction influence on the dynamic characteristics and dynamic soil structure interaction system of law.


Keywords


Buried depth; Building structure; Static response; Dynamic response

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References


Luan, M. T., Jin, C. P., & Lin, G. (1988). Homogeneous soil foundation ultimate bearing capacity of shallow foundations. Geotechnical Engineering, 10(4), 14−27.

Pu, J. J., & Gao, H. M. (1988). Centrifuge model tests on shallow foundation bearing capacity. Geotechnical Engineering, 10(6), 1−18.

Li, B. Q. (2004). Discussion on bearing capacity. Geotechnical Engineering, 18(4), 191−193, 198.

Ceng, F. B. (1994). Influence foundation depth of sedimentation coefficients. Nanjing Institute of Architectural Engineering, 29(2), 36−42.

Li, Z. B., & Yao, Z. (1995). Depth consideration of foundation raft foundation and soil interaction analysis of Zhejiang University. Natural Science, 29(1), 91−97.

Ying, Y. F. (2002). Imposing Pan nonlinear soil strength and deformation characteristics analysis of the circular plate bae. Soil Mechanics, 23(2), 250−256.

Wang, L. B. (2004). Buried depth on the box-shaped base design. Hangzhou: Zhejiang University.

Bi, Z. G. (2005). Consider table on simplifying the calculation of foundation settlement. Port Engineering Technology, 1, 47−49.

Dombrovskij, V. N. (1993). Foundation depth effect on the pressure upon disconnected bases. Gidrotekhnicheskoe Stroitel’stvo, 11, 42−45.

Wang, J. G. (1995). Influence foundation depth of the foundation additional stress distribution. Guilin Institute of Technology, 15(4), 352−358.

Chen, S., Yin, Z. W., & Chen, X. Y. (2002). Depth consideration of elastic foundation beam method. Geotechnical Foundation, 16(1), 28−30.

Wang, S. J., & He, H. M. Basis of relative depth of foundation on the vertical superimposed stress. Hebei Agricultural University, 26(1), 106−108.

Chen, L. (1994). Overall stability of high-rise building foundation and the basis of the relationship between depth study. Engineering Survey, 6, 2−4, 12.

Han, X. L, Ji, J., & Li, L. R. (2000). Discussion earthquake tall buildings box (raft) foundation depth of the South China University. Natural Science, 28(9), 93−98.

Von, S. C. (1997). Rise building foundation embedment depth on the upper part of the structural dynamic response. Fujian Building, 107−110.

Kuai, L. Z., Shen, G. M., & Chen, J. (1997). Tube structure seismic response analysis. Hunan University, 24(4), 79−85.

Kuai, L. Z., & Shen, G. M., Chen, J. (1997). Embedded foundation approximate dynamic model and its application. Vibration Engineering, 10(4), 506−509.

Zhang, G. D. (2004). Study interaction system dynamic. Characteristics of soil structure and soil mechanics, 25(2), 397−400.

Li, P. Z., & Xi, L. (2004). Considering soil-structure interaction on seismic analysis of high-rise buildings. Earthquake Engineering and Engineering Vibration, 24(3), 130−138.

Ming, L. F. (2004). Simplified calculation method from Weimin ground subsidence of multistory buildings. Earthquake Disaster Prevention and Mitigation Engineering, 24(1), 47−52.




DOI: http://dx.doi.org/10.18686/wc.v2i1.38

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