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Pile Foundation Engineering introduces pile foundation’s work theory, bearing capacity and distortion characteristic, design principle and calculational method surrounding foundation’s design and calculation, academic analysis and actual application. Main content including: pile’s type and modeling method. Applying condition and characteristic of kinds of pile. Static calculational method, field test method, empirical method test vertical bearing capacity of single pile. Pile tip resistance and pile side resistance’s depth effect. Characteristic and deciding of large-diameter bored piles and embedded rock bore pile’s bearing capacity. Elastic theory method, load transfer method and layering summation calculate subsidence of single pile. Pile group cap-pile-soil interaction’s characteristic. Ultimate carrying capacity calculation and subsidence calculation of pile group. Weak underlying stratum’s strength estimation of pile group. Collapse behavior of single pile subjected to horizontal load. Static load method calculate horizontal bearing capacity of pile and horizontal reacting force of foundation soil. All kinds of linear elastic foundation reacting method calculate horizontal bearing pile. Horizontal bearing capacity of bore pile’s characteristic. Horizontal bearing capacity of pile group calculation considering cap-pie-soil interacting. Group effect and calcutational method of pie group under horizontal load. Occurring mechanism and calculation of negative friction of pile foundation. Measuring of reducing negative friction. Time effect of friction pile’s bearing capacity. Pile’s buckle. Design of pile’s geometry size. Calculating of pile’s structure and strength. Structure and strength calculation of cap. Measuring of increasing pile’s horizontal bearing capacity and so on.
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