目前,在地下室墙的计算简图中,基底与地基的关系,根据b_Q/b_j值而定(b_Q—墙厚;b_j—基础底宽),如b_Q/b_j≥0.7则视为不动铰,如b_Q/b_j<0.7则视为部分嵌固(或弹性嵌崮),此项部分嵌固弯矩值式中:M_0——当底端视为完全嵌固时的底端嵌固弯矩μ——嵌固系数,它反映地基对墙 At present, in the calculation of the basement wall diagram, the relationship between the basement and the foundation is determined according to the value of b_Q/b_j (b_Q—wall thickness; b_j—base width at bottom), and if b_Q/b_j≥0.7, it is considered as no hinge. If b_Q/b_j<0.7 is regarded as partially embedded (or elastic enthalpy), this part of the embedded bending moment value in the formula: M_0 - when the bottom end is considered to be fully embedded when the bottom end of the embedded bending moment μ ——Emulation coefficient, it reflects foundation against wall