Li Huanhuan, Meng Zhigang, Shen Songlin
School of Civil Engineering and Architecture, NingboTech University, 1 Qianhu South Road, Ningbo 315100, China.
Institute of Geotechnical Engineering, Zhejiang University, 866 Yuhangtang Road, West Lake District, Hangzhou 310058, China.
Materials (Basel). 2023 Sep 8;16(18):6122. doi: 10.3390/ma16186122.
The morphology of the contact surface between cast-in-place engineering structures and soil is generally random. Previous research focusing on the shear mechanical properties of soil-concrete interfaces has predominantly concentrated on the role of interface roughness by constructing regular concrete surface types, largely neglecting the potential impact of the roughness morphology (i.e., the morphology of the concrete surface). In this study, concrete blocks with the same interface roughness and different roughness morphologies were constructed based on the sand-cone method, including random rough surface, triangular groove surface, rectangular groove surface, trapezoid groove surface, and semicircular groove surface. A series of direct shear tests were conducted on the rough and smooth sand-concrete interfaces, as well as on natural sand. Through these tests, we examined the shear mechanical behavior and strength of the sand-concrete interfaces, and analyzed the underlying shear mechanisms. The results showed that: (i) the interface morphology had little effect on the variation in the shear stress-displacement curve of sand-concrete interfaces, and it had a significant influence on the shear strength of the interfaces; (ii) under the same normal stress, the shear strength of the sand-concrete interfaces with a random rough surface was the greatest, followed by the triangular groove surface, while the shear strength of the rectangular groove surface proved the lowest; (iii) the shear strength of the sand-concrete interfaces with the same roughness was affected by the size of the contact area between the concrete plane and the sand, that is, a larger contact area correlated with a decrease in shear strength. It can be concluded that the shear strength value of a sand-concrete surface with the triangular groove is the closest to the shear strength of a random rough interface. By gaining a deep understanding of the effects of different contact surface morphologies on shear strength and shear behavior, significant insights can be provided for optimizing engineering design and enhancing engineering performance.
现浇工程结构与土体接触界面的形态通常是随机的。以往关于土 - 混凝土界面抗剪力学特性的研究主要通过构建规则的混凝土表面类型来关注界面粗糙度的作用,很大程度上忽略了粗糙度形态(即混凝土表面的形态)的潜在影响。在本研究中,基于砂锥法构建了具有相同界面粗糙度但不同粗糙度形态的混凝土块,包括随机粗糙表面、三角形槽表面、矩形槽表面、梯形槽表面和半圆形槽表面。对粗糙和光滑的砂 - 混凝土界面以及天然砂进行了一系列直剪试验。通过这些试验,研究了砂 - 混凝土界面的抗剪力学行为和强度,并分析了其潜在的抗剪机制。结果表明:(i)界面形态对砂 - 混凝土界面剪应力 - 位移曲线的变化影响较小,但对界面抗剪强度有显著影响;(ii)在相同法向应力下,随机粗糙表面的砂 - 混凝土界面抗剪强度最大,其次是三角形槽表面,而矩形槽表面的抗剪强度最低;(iii)相同粗糙度的砂 - 混凝土界面抗剪强度受混凝土平面与砂之间接触面积大小的影响,即接触面积越大,抗剪强度越低。可以得出结论,三角形槽砂 - 混凝土表面的抗剪强度值最接近随机粗糙界面的抗剪强度。通过深入了解不同接触表面形态对抗剪强度和抗剪行为的影响,可以为优化工程设计和提高工程性能提供重要见解。