Based on the summarization of the bearing capacity research at home and abroad , the paper discusses the conditions applicable for using bearing capacity formula and groundwork foundation engineering and the sampling of groundsill soil intensity parameter in present world of foundation soil engineering
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As a whole , the research work of this dissertation can be summarized follows : 1 . in accordance with my design patent , namely , reinforced earth retaining wall of r c net , and based on the analysis of the work mechanism , failure pattern , bearing capacity and stability of the reinforced earth , a new concept is expounded , namely , the reinforced earth wall which is thought of as a compound structure increase not only c but also ~ in comparison with non - reinforced earth . some bearing capacity formula are first introduced under the circumstances that the reinforced earth wall fails because of the breakage of material or inadequate cohesion between reinforcements and soil
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As for the limit bearing capacity formula of the concrete filled steel tube long column subjected to axial compress , we lead to the tangent modulus and the conception of metal material . the high strength core concrete is divided into two kinds of situations : single axial loading conditions and triaxial loading conditions
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5 ) based on test results and going by ultimate balance theory , the paper drew anti - shear formula of the wall under eccentric loads , and discussed the main factors which influenced its anti - shear bearing capacity . 6 ) based on plain section assumption , the paper studied the normal section bearing capacity of the wall . stress , strain and deformation computation was combined to establish bearing capacity formulas for the normal section under moment , unaxial loads and axial loads respectively
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