ANALYSIS OF TRANSVERSE ISOTROPIC LAYERED FOUNDATION UNDER AXISYMMETRIC LOAD

Hu Yuchen; Yang Feng

doi:10.13204/j.gyjz200410013

Volume 34 Issue 10

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2004 > 34(10): 44-46

Hu Yuchen, Yang Feng. ANALYSIS OF TRANSVERSE ISOTROPIC LAYERED FOUNDATION UNDER AXISYMMETRIC LOAD[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(10): 44-46. doi: 10.13204/j.gyjz200410013

Citation:

Hu Yuchen, Yang Feng. ANALYSIS OF TRANSVERSE ISOTROPIC LAYERED FOUNDATION UNDER AXISYMMETRIC LOAD[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(10): 44-46. doi: 10.13204/j.gyjz200410013

Hu Yuchen, Yang Feng. ANALYSIS OF TRANSVERSE ISOTROPIC LAYERED FOUNDATION UNDER AXISYMMETRIC LOAD[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(10): 44-46. doi: 10.13204/j.gyjz200410013

Citation:

Hu Yuchen, Yang Feng. ANALYSIS OF TRANSVERSE ISOTROPIC LAYERED FOUNDATION UNDER AXISYMMETRIC LOAD[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(10): 44-46. doi: 10.13204/j.gyjz200410013

PDF( 0 KB)

ANALYSIS OF TRANSVERSE ISOTROPIC LAYERED FOUNDATION UNDER AXISYMMETRIC LOAD

doi: 10.13204/j.gyjz200410013

1.
Department of Civil Engineering,Shanghai University Shanghai 200072

Received Date: 2004-05-20
Publish Date: 2004-10-20

Abstract

Abstract

Based on the Hu Haichang's solution of transverse isotropic body, the transfer matrix of one-layer foundation is studied and applied in the solution of multi layer foundation. In addition, a surface settlement formula of transvers isotropic foundation under the concentrated force is given by an example.
- transverse isotropic,
- axisymmetry,
- transfer matrix,
- Hankel transform

FullText(HTML)

References(2)

References

[2] 丁皓江.横观各向同性弹性力学杭州:浙江大学出版社,1997

胡海昌.横观各向同性体的弹性力学的空间问题物理学报,1953,9(2):130～144

Relative Articles

[2]	Yan Xiaoxiao, Zhang Lei, Tong Genshu. STABILITY OF DOUBLY SYMMETRIC I-SECTIONAL CANTILEVERS WITH DIFFERENT BOUNDARY CONDITIONS AT TIP[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(4): 13-18. doi: 10.13204/j.gyjz201304003
[3]	Wang Zanzhi, Bao Naomin. DYNAMIC RESPONSE OF KIRCHHOFF PLATE ON TWO-PARAMETER ELASTIC FOUNDATION UNDER MOVING RANDOM LOAD[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(11): 93-97. doi: 10.13204/j.gyjz201011023
[4]	Shang Renjie, Wu Zhuanqin, Li Peixun. ORTHOTROPIC CHARACTERS OF A CAST-IN-SITU CONCRETE HOLLOW PLATE AND THE CALCULATION METHOD OF AN EQUIVALENT ISOTROPIC PLATE[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(2): 72-75,93. doi: 10.13204/j.gyjz200902010
[5]	Zhao Xiaoli, Chen Ying, Wang Xiaofeng, Chen Qi'an, Xu Youling. EXPERIMENTAL STUDY ON THE BOND-ANCHORAGE PROPERTIES FOR THE REBAR WITH SYMMETRICALLY DISTRIBUTED TRANSVERSE RIBS AND THE UNSYMMETRICALLY ONES IN CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(6): 67-70. doi: 10.13204/j.gyjz200806018
[6]	Zhang Zheng. THEORETICAL RESEARCH ON THE MODIFIED COEFFICIENT OF ALUMINUM ALLOY BEAM-COLUMNS OF SINGLE SYMMETRIC SECTIONS[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(10): 53-56. doi: 10.13204/j.gyjz20081014
[7]	Ai Zhiyong, Mei Amin. ASYMMETRIC CONSOLIDATION OF MULTI-LAYERED SOILS WITH ANISOTROPIC PERMEABILITY[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(11): 58-62. doi: 10.13204/j.gyjz200811015
[8]	Ai Zhiyong, Wu Chao. TRANSFER MATRIX SOLUTIONS FOR SATURATED MULTI-LAYERED SOIL DUE TO PUMPING FROM WELL POINT[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(7): 58-61,134. doi: 10.13204/j.gyjz200807014
[9]	Li Xibin, . THE COUPLING THERMO-HYDRO-MECHANICAL DYNAMIC RESPONSE OF A SATURATED FOUNDATION UNDER AXISYMMETRIC LOAD[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(11): 72-75,86. doi: 10.13204/j.gyjz200611018
[10]	Zhu Yanzhi, Wang Junlin. NUMERICAL SIMULATION OF ELASTOPLASTIC SEISMIC RESPONSE FOR COMPOSITE FOUNDATION TAKING ACCOUNT OF ANISOTROPY[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(6): 45-48,10. doi: 10.13204/j.gyjz200506013
[11]	Wang Baoquan, Yang Min, Xiong Juhua. ANALYSIS OF INTERNAL FORCE OF LATERAL SECTION OF BOX BURIED PIPELINE BASED ON PIPE-SOIL INTERACTION[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(7): 33-35,39. doi: 10.13204/j.gyjz200407009
[12]	Gao Rongyu, Sheng Hongyu. MIXED VARIATIONAL SOLUTIONS OF TRANSVERSE ISOTROPIC FOUNDATION PLATES WITH ARBITRARY THICKNESS[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(10): 40-43. doi: 10.13204/j.gyjz200410012