To study the behavior of coral aggregate concrete (CAC) column under axial and eccentric compression, the compression behavior of CAC column with different types of steel and initial eccentricity (e_i) were tested, and the deformation behavior and ultimate bearing capacity (N_u) were studied. The results showed that as the e_i increases, the N_u of CAC column decreases nonlinearly. Besides, the steel corrosion in CAC column is severe, which reduces the steel section and steel strength, and decreases the N_u of CAC column. The durability of CAC structures can be improved by using new organic coated steel. Considering the influence of steel corrosion and interfacial bond deterioration, the calculation models of N_u under axial and eccentric compression were presented.

为研究珊瑚骨料混凝土（CAC）柱在轴向和偏心受压下的受压行为，测试了CAC柱在不同类型钢筋和初始偏心距（e _i）下的受压行为，以及变形行为和极限承载力（N _{u ）} ) 进行了研究。结果表明，随着e _{i 的}增加，CAC 柱的N _{u 呈}非线性减小。此外，CAC柱内钢腐蚀严重，降低了钢截面和钢强度，降低了N _uCAC 列。CAC 结构的耐久性可以通过使用新的有机涂层钢来提高。考虑钢腐蚀和界面结合劣化的影响，提出了轴向和偏心压缩下N _u的计算模型。