透明材料熔融石英的土工性能评价

Huayang Lei, Min Liu, Zhai Saibei, Yingnan Liu, M. Jiang
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摘要

透明土壤替代品允许在岩土模型试验中进行非侵入式三维变形测量。饱和的熔融石英具有匹配的折射率混合油,是天然砂的合适替代品。本文对松散和致密油混合饱和熔融石英进行了粘度计试验、固结排水(CD)三轴试验和渗透率试验。实验研究了熔融石英的压缩性、强度和渗透性等岩土力学特性,并与天然砂和其他透明土材料进行了比较。在室温下,当15 #白色矿物油与正十二烷的体积比为10:7.5时,透明度最佳。致密石英的可压缩性较差,压缩系数(α 1-2)为0.192 MPa -1。其固有渗透率范围为18.7 ~ 31.5天,与天然砂岩的差异可以忽略不计。峰值摩擦角在40.9 ~ 47.3°之间,处于典型砂土摩擦角范围内。试验结果表明,熔融石英在隧道工作面稳定性等比例模型试验中是一种适用的替代材料。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Evaluation of geotechnical properties of fused quartz for transparent material
Transparent soil surrogates permit nonintrusive three-dimensional deformational measurements in geotechnical model tests. Fused quartz saturated with a matched refractive index oil blend is an appropriate surrogate for natural sands. This paper carried out oedometer tests, consolidated drained (CD) triaxial tests and permeability tests on loose and dense oil-blend-saturated fused quartz. The geotechnical properties of compressibility, strength and permeability of the fused quartz were investigated experimentally and compared to those of natural sands and other transparent soil materials. An optimum transparency was obtained with a volume ratio of #15 white mineral oil and n-dodecane of 10:7.5 at room temperature. The dense fused quartz was less compressible with the coefficient of compressibility ( α 1-2 ) being 0.192 MPa -1 . The intrinsic permeability ranged from 18.7 to 31.5 darcys and the differences from the natural sands were ignorable. The peak friction angle ranged between 40.9 and 47.3°, which was within the typical range of sands. The test results show that fused quartz serves as an applicable surrogate in scaled model tests such as tunnel face stability experiments.
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