Li Chengxuan, Wang Jianguo, Dou Fakai
School of Mechanics and Civil Engineering, China University of Mining and Technology, Xuzhou 221116, China.
State Key Laboratory for Geomechanics and Deep Underground Engineering, China University of Mining and Technology, Xuzhou 221116, China.
Materials (Basel). 2020 Aug 12;13(16):3563. doi: 10.3390/ma13163563.
In this study, an approach is developed to estimate the density and effective elastic modulus of a lightweight bulk filling material made up of expanded polystyrene (EPS) and cement-reinforced clay (matrix). First, a representative volume element (RVE) is composed of cell A (an EPS and matrix) and cell B (matrix only). Then, an elastic interface is introduced to describe the discontinuity of displacement at the interface between EPS beads and matrix. Third, an Eshelby compliance tensor is modified in cell A to include the effects of imperfect interface and the compressibility of EPS beads. Finally, the approach for the density and effective elastic modulus of the EPS beads mixed cement-reinforced clay is verified with experimental data. The compressibility ratio of lightweight clay is compared under different confining pressures and curing times. It is found that the imperfect interface has salient impacts on the effective elastic modulus with the increase of volume fraction of inclusions. The interface parameters ( and ) vary with curing time and confining pressure. At the same curing time, the parameter is almost constant regardless of confining pressure but the parameter changes with confining pressure. The compressibility ratio is smaller for longer curing time if the confining pressure is constant.
在本研究中,开发了一种方法来估算由膨胀聚苯乙烯(EPS)和水泥增强粘土(基体)组成的轻质散装填充材料的密度和有效弹性模量。首先,一个代表性体积单元(RVE)由单元A(一个EPS和基体)和单元B(仅基体)组成。然后,引入一个弹性界面来描述EPS珠粒与基体之间界面处位移的不连续性。第三,在单元A中对埃舍尔比柔度张量进行修正,以纳入不完美界面和EPS珠粒可压缩性的影响。最后,用实验数据验证了EPS珠粒混合水泥增强粘土的密度和有效弹性模量的计算方法。比较了不同围压和养护时间下轻质粘土的压缩率。发现随着夹杂物体积分数的增加,不完美界面会对有效弹性模量产生显著影响。界面参数(和)随养护时间和围压而变化。在相同养护时间下,参数几乎与围压无关保持恒定,但参数随围压变化。如果围压恒定,养护时间越长,压缩率越小。