›› 2009, Vol. 30 ›› Issue (2): 536-541.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Hamilton system and symplectic algorithm for space foundation

YANG You-zhen, GE Xiu-run, HUANG Ming   

  1. School of Naval Architectures, Ocean and Civil Engineering, Shanghai Jiaotong University, Shanghai 200240, China
  • Received:2007-05-28 Online:2009-02-10 Published:2011-01-27

Abstract:

It is a basic problem to solve the space foundation in geotechnical engineering. The problem is always solved with one kind of variables in traditional methodology, which is under Lagrange system. Dual variables were employed into the governing equations of mechanics via variable substitutions. Through this way, the governing equations were transmitted into Hamiltonian system. Therefore, the methods of separation of variables can be applied to solving the problem. In the completed solution space, the eigenfunction expansion of the solutions of the equations was obtained by the use of the properties of symplectic geometry. Discussed the zero and nonzero eigenvalues of the equations and their physical meanings. Different from the traditional methods, the paper gives a direct method to solve the problem of the half space foundation

Key words: Hamilton system, symplectic method, eigenfunction, transversely isotropy, Laplace transform

CLC Number: 

  • TU 470
[1] XIA Cai-chu, LIU Yu-peng, WU Fu-bao, XU Chen, DENG Yun-gang, . Viscoelasto-viscoplastic solutions for circular tunnel based on Nishihara model [J]. Rock and Soil Mechanics, 2019, 40(5): 1638-1648.
[2] HAN Ze-jun, LIN Gao, ZHOU Xiao-wen, YANG Lin-qing,. Solution and analysis of dynamic stress response for transversely isotropic multilayered soil [J]. , 2018, 39(6): 2287-2294.
[3] XIONG Hui, JIANG Ya-feng, YU Rong-xia. Lateral vibration impedance of piles embedded in layered soil based on Laplace transform [J]. , 2018, 39(5): 1901-1907.
[4] WANG Jiao, CHU Xi-hua, JIANG Qing-hui. Failure criterion coordinated with elastic energy for transversely isotropic brittle materials [J]. , 2017, 38(8): 2221-2226.
[5] LIU Zhong-yu, YANG Qiang. One-dimensional rheological consolidation analysis of saturated clay using fractional order Kelvin’s model [J]. , 2017, 38(12): 3680-3687.
[6] GUO Xing-wen, ZHAO Qian, GU Shui-tao, CAI Xin, . Creep property of granular materials based on viscoelastic interface between micro structural granular [J]. , 2016, 37(S2): 105-112.
[7] AI Zhi-yong , ZHANG Yi-fan , . Interaction between strip foundation under wall and transversely isotropic layered soils [J]. , 2016, 37(5): 1243-1248.
[8] WANG Ying , GAO Guang-yun , . A study of dynamic response of lined tunnel subjected to transient loads in saturated half space [J]. , 2016, 37(3): 850-858.
[9] YANG Xiao,ZHOU Lei,ZHANG Min. Dynamic responses of system of saturated viscoelastic soil and lining of a deep tunnel under a blasting load [J]. , 2015, 36(7): 2013-2020.
[10] AI Zhi-yong , WU Quan-long , . Analysis of a rigid rectangular plate footing on transversely isotropic subgrade [J]. , 2015, 36(5): 1347-1351.
[11] WANG Ying , GAO Guang-yun , . Analysis of transient dynamic response of cylindrical lined cavity in nearly saturated soil [J]. , 2015, 36(12): 3400-3409.
[12] XU Ping ,LI Xiao-chun ,ZHOU Xin-min,. Dynamic response of hole wall during coal-gas suction process [J]. , 2015, 36(1): 123-130.
[13] XIANG Yan-yong, GUO Jia-qi. A Laplace transform and Green function method for calculation of water flow and heat transfer in fractured rocks [J]. , 2011, 32(2): 333-340.
[14] WANG Jian,ZHOU Feng-hua. Analyzing stress wave propagations in a pile foundation using Laplace transform [J]. , 2011, 32(1): 179-185.
[15] AI Zhi-yong, CHENG Yi-chong. Transfer matrix solutions of three-dimensional transversely isotropic multilayered soils [J]. , 2010, 31(S2): 25-30.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] GONG Wei-li, AN Li-qian, ZHAO Hai-yan, MAO Ling-tao. Multiple scale characterization of CT image for coal rock fractures based on image description[J]. , 2010, 31(2): 371 -376 .
[2] WANG Ming-nian, GUO Jun, LUO Lu-sen, Yu Yu, Yang Jian-min, Tan Zhon. Study of critical buried depth of large cross-section loess tunnel for high speed railway[J]. , 2010, 31(4): 1157 -1162 .
[3] LIU Jie, HE Jie, MIN Chang-qing. Contrast research of bearing behavior for composite foundation with tapered piles and cylindrical piles[J]. , 2010, 31(7): 2202 -2206 .
[4] HU Yong-gang, LUO Qiang, ZHANG Liang, HUANG Jing, CHEN Ya-mei. Deformation characteristics analysis of slope soft soil foundation treatment with mixed-in-place pile by centrifugal model tests[J]. , 2010, 31(7): 2207 -2213 .
[5] TAN Feng-yi, Jiang Zhi-quan, Li Zhong-qiu, YAN Hui-he. Application of additive mass method to testing compacted density of filling material in Kunming new airport[J]. , 2010, 31(7): 2214 -2218 .
[6] ZHANG Jian-min,WANG Fu-qiang. Post-liquefaction flow failure of saturated dilative sands and its mechanism[J]. , 2010, 31(9): 2711 -2715 .
[7] WANG Wei-ming, SUN Rui, CAO Zhen-zhong, YUAN Xiao-ming. Comparative study of features of liquefied sites at home and abroad[J]. , 2010, 31(12): 3913 -3918 .
[8] XIONG Wei, ZHOU Zeng-hui, YU Kai-biao, WU Ya-ping, LUO Wei. Concrete ultrasonic tomography imaging and improvement based on curved path[J]. , 2011, 32(2): 629 -634 .
[9] ZHANG Jia-lan, WEN Hai-jia, LI Bai-zhan. Reliability assessment of treating site slope of a natural gas storage station[J]. , 2009, 30(S2): 414 -417 .
[10] YANG Xiao, CAI Xue-qiong. Vertical vibration of pile in saturated viscoelastic soil layer considering transversal effects[J]. , 2011, 32(6): 1857 -1863 .