The invention discloses a
circular diaphragm wall anchorage design method and
system based on a wall side
soil resistance space, and the method comprises the steps: taking a
circular diaphragm wall anchorage foundation as a core, integrating a related structure and a surrounding soil body to form an integral calculation
system, and determining boundary conditions, load types and mechanical parameters through combining investigation, test and numerical analysis results, and establishing a space stress calculation sketch. Vertical distribution of
horizontal resistance coefficients is defined in a buried depth related mode, annular
soil resistance distribution of front wall non-uniformity and rear wall attenuation type non-uniformity is quantified, and three-dimensional space characteristics are defined. A mud cake reduction coefficient determined according to a soil
body type, an anti-arch reduction coefficient determined according to
rock body characteristics and the like are fused, a soil pressure calculation formula is deduced based on a static balance principle and an elastic foundation beam theory, deformation and internal force distribution are solved, structural parameters are adjusted, and a safe and economical design scheme is completed. And
technical support is provided for anchorage
foundation engineering under complex geological conditions.