试验研究 2024年 第53卷 第10期

DOI: 10.7672 / sgjs2024100156

基于聚丙烯石灰改性技术的土遗址修复材料试验研究

王贵军¹,刘 义²,孔德泉³,顿帅康³,悦腾达³,吴小龙³,宋庆祥³

作者单位:

王贵军,硕士,高级工程师,E-mail:1877147408@ qq. com

作者简介:

1. 陕建安城(甘肃)建设投资有限公司,甘肃 兰州 730070; 2. 陕西省建筑科学研究院有限公司,陕西 西安 710082; 3. 长安大学建筑工程学院,陕西 西安 710061

基金项目:

∗ 陕西省自然科学基金(2020JM-235,2022JM-262)

摘要:

土遗址主要建筑材料为土,长期暴露在自然环境下,损坏情况普遍且严重,亟待修复. 在粉土中单独及混合掺入石灰和聚丙烯纤维制备改性土试样,开展直剪、压缩、风沙侵蚀、冻融和水稳性试验,以检验聚丙烯与石灰作为粉土遗址修复材料的可行性. 试验表明,单独掺入石灰或聚丙烯纤维均能提高土的抗剪强度,当掺入 9%石灰或0.25%聚丙烯纤维时,改性土内摩擦角和黏聚力可高达 48.9°和 107.11kPa,土的压缩性也显著降低. 但单独加入聚丙烯纤维反而会导致改性土的水稳性变差,这是由于土中的聚丙烯纤维增加了水的入渗通道. 通过以 0.25%聚丙烯纤维和 9%石灰制成混掺改性土试样,其黏聚力和内摩擦角不仅比单掺改性土最高提升了 66.7%和 28.9%,且试样水稳定性也显著增强,抵抗风沙侵蚀和冻融的能力也有较大改善,总体性能较优. 因此混合使用石灰和聚丙烯纤维能更有效地改善粉土的工程性能.

English:

The main building material of earthen sites is soil and has been exposed to the naturalenvironment for a long time, their damage is common and serious, and urgently needs to be restored.Especially in northwest China, there are many silty sites with poor engineering properties and difficultreinforcement. The modified soil samples were prepared by adding lime and polypropylene fibersseparately and in a mixed manner in loess. Direct shear, compression, wind sand erosion, freeze-thaw,and water stability tests were conducted to verify the feasibility of using polypropylene and lime asrestoration materials for silty sites. The test shows that the shear strength of the soil can be improved byadding lime or polypropylene fiber alone. When 9% lime or 0.25% polypropylene fiber is added, theinternal friction angle and cohesion of the modified soil can be as high as 48.9°and 107.11kPa, and thecompressibility of the soil is also significantly reduced. However, the addition of polypropylene fiberalone will lead to the deterioration of the water stability of the modified soil, which is due to the fact thatthe polypropylene fiber in the soil increases the infiltration channel of water. By using 0.25%polypropylene fiber and 9% lime to make mixed modified soil samples, the cohesion and internal friction angle are not only 66.7% and 28.9% higher than those of single-doped modified soil, but also the waterstability of the samples is significantly enhanced. The ability to resist wind-sand erosion and freeze-thawis also greatly improved, and the overall performance is better. Therefore, the mixed use of lime andpolypropylene fiber can more effectively improve the engineering performance of silt.