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基于原位测试的土体参数研究

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文中通过对某基坑工程回填土样开展室内试验和钻孔触探试验,系统研究了工程原位土体的力学相关参数随土体含水率和压实度变化的情况.结果表明,在含水率和压实度发生变化的情况下,土体的无侧限抗压强度、黏聚力和内摩擦角呈现特定变化趋势,钻进参数的变化趋势与土体的无侧限抗压强度、黏聚力的变化趋势基本一致;通过多元线性回归分析建立了扭矩、钻压与土体参数之间的关系模型,并在实际场地测试中验证了该模型的可靠性和准确性.本研究为回填土的力学参数提供了实用的测试和分析方法.
Research on Soil Parameters Based on In-situ Testing
This study systematically studied the mechanical parameters of in-situ soil in a certain foundation pit project with changes in soil moisture content and compaction degree through indoor tests and borehole penetration tests on backfill soil samples.The research results of this article indicate that,with changes in moisture content and compaction degree,the unconfined compressive strength,cohesion,and internal friction angle of soil exhibit specific trends.The trend of drilling parameters is basically consistent with the trend of unconfined compressive strength and cohesion of soil.A relationship model between torque,drilling pressure,and soil parameters was established through multiple linear regression analysis,And the reliability and accuracy of the model were verified in actual field testing.This study provides a practical testing and analysis method for the mechanical parameters of backfill soil.

Soil parametersMultiple linear regression analysisDrilling probing

张宝庆

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中国建筑材料工业地质勘查中心浙江总队,浙江 杭州 310022

土体参数 多元线性回归分析 钻孔触探

2024

江西建材
江西省建材科研设计院

江西建材

影响因子:2.247
ISSN:1006-2890
年,卷(期):2024.(2)
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