基础工程复习要点（Review points of basic engineering）.doc

基础工程复习要点（Review points of basic engineering） Chapter 1 1-1, the content and scope of basic engineering research 1-2 what is natural foundation and artificial foundation? 1-3 engineering features of foundation engineering? 1-4 what are the necessary technical data for construction and design of foundation engineering? 1-5 what are the loads and the functions involved in foundation engineering design and how to calculate and value them? 1-6 how to consider the buoyancy force in the design of foundation engineering? Second chapters What are the differences between the 2-1 shallow foundations and the deep ones? 2-2 what is rigid foundation, rigid foundation what are the characteristics? 2-3 what factors should be taken into account in determining the underlying embedment depth? What is the influence of the foundation embedment depth on the bearing capacity and settlement of the foundation? 2-4 what is rigidity angle? What factors does it have to do with it? 2-5 why should we check the base strength and eccentricity of the rigid Enlarged Foundation? 2-6 what steps are included in the settlement calculation of the foundation (Foundation)? Under what circumstances should the settlement of the bridge foundation be checked? 2-7 what kinds of cofferdam types are there for foundation pit excavation in water? What are their respective applicable conditions and characteristics? 2-8 is a pier concrete pier rigid foundation, combined II control design load bearing force: 840kN and 930kN; 5480kN based design of pier and foundation weight below the level of pier and foundation buoyancy 1200kN power system; 84kN; pier cap and pier wind are respectively 2.lkN and 16.8kN. Figures of structure, size and geology and hydrology are shown (base width 3.lm, length 9.9m). Third chapters What are the characteristics of the 3-1 piles, and what are they applicable to? What is the difference between the force of the 3-2 column piles and the friction piles? Which piles do you think should be prefe