The Study Of Deterministic Methods On Bearing Capacity Of Building Foundation In Hebei Province

To ensure the bearing capacity of the foundation is a very important question to discuss. The bearing capacity is the crucial warranty to ensure the basic plane size and the depth of burying and placing. Ensuring the capacity rationally is the primary content of the geotechnical Investigation and foundation design. After canceling the cable of the bearing capacity value in the The code for design of building foundation (GB 50007-2002) , the paper firstly take the cable of the architect foundation bearing capacity eigenvalue of Hebei province, as the researching purpose, and analyze the geologic status of Hebei province and compartmentalize the geologic cell in order to easy the statistic the data of examination. The following is the statement of the fundamental and method of the comparing examination, and emphasize on the regression analysis of the No.706 bearing test datum and the experimental formulae which is with high feasibility and practicing project meaning, basing on the analysis The last is the cable of the bearing capacity eigenvalue of Hebei province, basing on the anterior job, and compare and analyze partial data and the basic capacity value cable in the The code for design of building foundation (GBJ 7-89) . The ensuring of the capacity should be based on the bearing test, academic numeration, other in-situ measurement and experimental value (the capacity table), and the idiographic status of the engineering. The capacity table is a very important but not the only method. The table should be regionally, and should advocate establishing the cables of different places. Expect this paper could play an active role in accumulating the regionally datum and researching method of the foundation bearing capacity.