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Experimental Study on Engineering Geological Properties of Sandstone

机译:砂岩工程地质特性的实验研究

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Based on field survey sampling and indoor test of four big quarry rock in Wulumuqi, rock's engineering geological properties is system analyzed. Investigation and test results show that there is mainly sedimentary sandstone in the area, the composition of the substance is mainly debris, feldspar and quartz. Debris content of 60% or more, feldspar and quartz content of about 30%, cementing material is mainly made up of argillaceous and carbonate class whose ratio is about 10%. The compressive strength is higher in the natural state, the general in between 30 MPa-90MPa. In different moisture content state the compression strength are very different. Compared saturated state to dry state, the compressive strength reduced by about 40%. Tensile strength, flexural strength, shear strength and elastic modulus increase with increase of compressive strength. The same kind of rock in the same moisture content which tensile strength is only the 1/15-1/25 of the compressive strength, the flexural strength is the 1/4-1/7 of the compressive strength. Sandstone frost resistance is better, after 25 times the freeze-thaw cycle test, its strength is lower slightly and quality is not damaged.
机译:基于武华旗四大采石场的现场调查抽样和室内测试,岩石的工程地质特性是分析的。调查和测试结果表明,该地区主要有沉积砂岩,物质的组成主要是碎片,长石和石英。碎屑含量为60%以上,长石和石英含量约为30%,胶结材料主要由骨质和碳酸盐等级组成,其比例约为10%。抗压强度在自然状态较高,一般在30MPa-90MPa之间。在不同的水分含量状态下,压缩强度非常不同。将饱和状态与干燥状态相比,抗压强度降低了约40%。拉伸强度,弯曲强度,剪切强度和弹性模量随着抗压强度的增加而增加。在相同的水分含量中的相同种类的岩石,拉伸强度仅为抗压强度的1 / 15-1 / 25,弯曲强度是抗压强度的1/4-1 / 7。砂岩冰霜抗性更好,在冻融循环试验25倍后,其强度略低,质量损坏。

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