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在已有理论的基础上,建立了指导分级加载的临界加载曲线方程和用以指导施工的考虑土性和土层条件的沉降速率公式。最后通过算例对本文理论进行了验证。
Based on the existing theories, a critical load curve equation to guide the grading loading and a settlement rate formula to guide the construction considering the soil and soil conditions are established. Finally, a case study of the theory has been verified.