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The book introduces the no platform, variable cross-section, pore-forming process of large-diameter pile foundation developed in recent years; it puts forward a new method of calculation the heavy-load bearing capacity of pile foundation, in which the settlement and principle of deformation compatibility should be considered; the book also systematically introduces the calculation method of soft single pile horizontal force and stiff pile (foundation) horizontal force; it also introduces the calculation formual of cross section horizontal action in different soil layers and the calculation method of various pile foundation platforms.

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