What are the main contents of architectural engineering exploration?

2. Function, shape, plane size, number of floors, structural type, load (list load combination when conditions permit), type of foundation to be adopted and its approximate size, and description of relevant special requirements;

thirdly, the unfavorable geological phenomena of the site should be clarified, and the stability of the site and foundation under static conditions should be analyzed and demonstrated; In the earthquake area with seismic fortification intensity equal to or greater than 6 degrees, the site soil type and building site category should be judged; in the strong earthquake area with 7 degrees or greater, the fault dislocation, liquefaction and seismic subsidence should be analyzed, demonstrated and judged, and the suitability of the whole site should be clearly concluded;

fourth, the stratum structure and the physical and mechanical properties of rock and soil should be clarified, and the qualitative and quantitative evaluation should be made based on the uniformity, strength and deformation properties of rock and soil. The analysis and selection of geotechnical parameters shall conform to the current Code for Design of Building Foundations and Code for Geotechnical Engineering Investigation.

5. The hydrogeological conditions of the site, the buried conditions of groundwater and the variation range should be clarified, and their influence on the stability of foundation, basement and construction slope should be evaluated, and preventive measures should be put forward;

VI. Argumentation and analysis of foundation scheme. In the natural foundation scheme, the bearing stratum and the buried depth of the foundation should be suggested, the bearing capacity and settlement should be analyzed and checked, and the inclination direction and value should be predicted if necessary; The pile foundation scheme should put forward the analysis and suggestions on the pile type, bearing layer at the pile end, soil bearing capacity at the pile end and soil friction around the pile or the bearing capacity of a single pile and the possibility of pile sinking, and if necessary, analyze the settlement of the pile foundation; Analysis and demonstration of other suitable foundation schemes;

VII. Analysis of differential settlement between high-rise and low-rise buildings and its influence on adjacent buildings.

VIII. Analyze the slope stability of foundation pit excavation, and propose a retaining scheme when necessary;

IX. Feasibility of construction dewatering and its impact on the building itself and adjacent buildings, and propose a dewatering scheme when necessary;

X. Monitoring and inspection during construction and use