煤系古风化岩相似材料配比研究

丁卿峰; 岳艳艳; 李文平; 白汉营

doi:10.13544/j.cnki.jeg.2015.01.003

煤系古风化岩相似材料配比研究

doi: 10.13544/j.cnki.jeg.2015.01.003

1.
中国矿业大学资源与地球科学学院徐州 221116;
2.
中国矿业大学深部岩土力学与地下工程国家重点实验室徐州 221116

基金项目:

国家自然科学基金项目(41172290)资助

详细信息

作者简介:
丁卿峰(1989-),男,硕士生,主要从事工程地质和地质工程方面的研究.Email: skzyrain@126.com

中图分类号: P642
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出版历程
- 收稿日期: 2014-01-09
- 修回日期: 2014-09-11
- 刊出日期: 2015-02-25

LABORATORY STUDY ON PROPORTION OF SIMILAR MATERIAL FOR SIMULATING ANCIENT WEATHERED ROCK IN COAL STRATA

1.
School of Resources and Earth Science, China University of Mining & Technology, Xuzhou 221116;
2.
State Key Laboratory for Geomechanics & Deep Underground Engineering, China University of Mining & Technology, Xuzhou 221116

摘要

摘要: 为制备具有力学性质递变特征的相似材料试样,本文通过水泥石膏相似材料的配比试验,得到了两种骨料(标准砂和河沙)相似材料力学性质与配比间的关系.在拟合河沙相似材料的室内力学测试数据的基础上,得到了配比值关于抗压强度和弹性模量的确定公式.试验表明:用水量、成型压力和平均骨料粒径对相似材料的力学性质均有不同程度的影响,在制样过程中需要加以控制; 低强度相似材料的抗拉强度不易控制,而单轴抗压强度和弹性模量对配比的变化有明显响应; 河沙相似材料的力学性质与配比间呈明显的线性关系,而标准砂相似材料存在临界骨料含量和临界水泥含量表现出明显的非线性特征; 在调整配比所能实现的抗压强度和弹性模量的变化范围内,相似材料能够较好地模拟单轴抗压强度大于3MPa的风化岩.
- 古风化岩 /
- 相似材料 /
- 低强度 /
- 临界骨料含量 /
- 临界水泥含量
Abstract: This paper is to prepare the similar material specimens with gradual variation of mechanical properties. The proportion tests is used to achieve the relationship between mechanical properties and proportion of cement-gypsum similar materials with different aggregates. A defined formula of proportion based on compressive strength and elastic modulus is determined via fitting the laboratory mechanical testing data of river-sand material. The test result shows that: water dosage, forming pressure and average particle diameter have effect of different levels and should be controlled in specimen preparation process. The tensile strength of low-intensity similar material is uncontrollable while the compressive strength and the elastic modulus show an obvious response to the change of proportion. For river sand similar material, the mechanical properties and the proportion present a linear relationship. While the standard sand similar material presents a nonlinear relationship between the mechanical properties and the proportion due to the critical content of cement and aggregate. The variable ranges of compressive strength and elastic modulus are 0～17.5MPa and 0.3～2.02GPa, respectively. The weathered rock can be simulated well using similar material in this range.
- Ancient weathered rock /
- Similar material /
- Low-intensity /
- Critical cement content /
- Critical aggregate content

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