弹性地基上混凝土大板承载力试验研究

An Experimental Study on the Ultimate Bearing Capacity of the Concrete Large Plate Resting on An Elastic Subgrade

摘要: 通过系统模拟试验揭示了在极限状态下混凝土大板承载力得以提高的主要原因──板内横推力产生与发展规律。给出横推力分布函数,为新的理论研究提供了坚实的试验基础。

Abstract: Through a series of simulation tests,the main reason for the increased bearing capacity of the concrete large plate under ultimate state was brought to light-the occurrence and law of development of the transverse-push force,giving out the distribution function of the transverse-push force,providing the new theory study with a strong experimental basis.