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The method of defining pedestal pile foundation deformation modulus is especially discussed in this article, and it takes the Mindlin solution as the starting point using mathematics method to get the Poissons ratio which is the factor influencing foundation soil deformation modulus , and a deformation modulus calculating equation is finally determined.

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The interaction between bridge pile foundation and soil under dynamic load has always been taken seriously, and even now is still a complex and pop topic of academic fields.

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An experimental investigation on hydrodynamic loads on an inclined pile array of a bridge pier induced by irregular wave and current is reported in the paper.

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The paper introduces the construction process and ropes in foundation consolidation of a dormitory building with root pile s.

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Based on the above work, a model based on neural network toolbox of Matlab6.5 is designed. The model can help designers to easily select an appropriate pile for building and make the progress of selection sample and clear.

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By introducing in the concept of equivalent substitute layer, in which the soil is counted as a viscoelastic mass, the time dependence effect of shield tunnel on the adjacent building's pile foundation is analyzed through numerical method.

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Hydraulic pile hammer is a new type of piling equipment.

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The dynamical and kinematic specialty of hydraulic hammer is analyzed during piling. At the same time, the mathematical model is presented of each process. Based on mathematical model of each stage, simulation and analysis is made. The changing rule of displacement, velocity, acceleration can come to a decision from simulation plot during falling process of pile hammer.

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The development success of the computerized jacquard weaves control system of our factory provides a new path for computer control of pile carpet jacquard weave system of our nation.

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