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非饱和土中桩的动力响应与循环荷载试验研究

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  • Update : 2018-02-26
  • Size : 23.48mb
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  • Author :王麻***
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Based on the wave equation of three phase porous medium, The inertial and viscous coupling effects and the capillary pressure are taken into full consideration. Theoretical analysis and model test on unsaturated soil. Pile dynamic interaction problem, unsaturated soil projectile The basic solution of the buried vibration source in the sexual half space and the characteristics of the long load cycle of the pile are carried out. Research on system
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非饱和土中桩的动力响应与循环荷载试验研究.pdf 27537147 2018-02-23
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