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对浮石混凝土与变形钢筋粘结锚固性能进行试验研究。结合56个拉拔试件的荷载-滑移（P－S）曲线的分析，提出了特征粘结-滑移（τ-s）模式，统计回归出反映各种锚固条件的特征粘结强度公式。
Experimental study on the bonding and anchoring performance of pumice concrete and deformed steel bars. Combining the analysis of load-slip (P-S) curves of 56 drawn specimens, the characteristic bond-slip (τ-s) mode was proposed, and the characteristic bond strength formula reflecting various anchorage conditions was statistically regressed. .