摘要
本文对不同碳化深度对贯入法检测砌筑砂浆抗压强度的影响进行了研究,提出了修正方法。
This paper researched the influence of carbonate depth on the compressive strength of masonry mortar with penetration resistance method.A correcting method has been put forward.
出处
《福建建设科技》
2010年第3期30-31,共2页
Fujian Construction Science & Technology
关键词
贯入法
砌筑砂浆
抗压强度
碳化深度
Penetration resistance method
masonry mortar
compressive strength
carbonate depth
