基于锥贯试验、动态锥贯仪、板承试验和手贯仪土壤承载力结果的相关性研究

Ponsianus Kameistu, Eka Priadi, S. Widodo
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摘要

在测试土的承载力时可以进行几种测试方法,如土试试验、手测透仪、动锥测透仪、板承试验等。除了在现场进行直接测试外,还可以在实验室进行测试。本研究的目的是确定4(4)种测试方法的相关结果在多大程度上能够为现场的数据收集提供有效的结果。研究地点是在塞卡多希里尔区塞卡多摄政区。体育场馆综合开发计划对每个测试进行了多达20(20)个点。每次试验都在一米深的地方进行严密的检查,试验地点的土壤特征为细粒沙土。采用回归线法,采用4(4)种检验方法进行相关性检验。本研究表明,CBR动态锥与手贯仪之间存在较强的相关性(r = 0.893)。Hand pentrometer与qc Soil test有很强的相关性(r = 0.669)。良好模量路基(板承试验)与CBR动力锥贯仪的相关性(r = 0.417)。土工试验qc与路基模量(板承试验)相关性极弱(r = 0.226)。
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CORRELATION OF BASED SOIL CARRYING CAPACITY RESULTS OF CONE PENETRATION TEST, DYNAMIC CONE PENETROMETER (DCP), PLATE BEARING TEST, AND HAND PENETROMETER
Several testing methods can be carried out in testing the bearing capacity of the soil, such as soil test testing, hand penetrometer, dynamic cone penetrometer, plate bearing test, and others. In addition to direct testing in the field, testing can also be carried out in the laboratory. The purpose of this study is to determine how much the correlation results of the 4 (four) test methods are to provide efficient results in data collection in the field. The location of research was carried out in Sekadau Regency, Sekadau Hilir District. The Sports Stadium Complex Development Plan has carried out as many as 20 (twenty) points for each test. Each test was carried out closely and reviewed at a depth of one meter, with soil characteristics at The test location being sandy soil with fine grain. The correlation test was carried out with 4 (four) test methods using the regression line method. This study shows a solid correlation between CBR Dynamic Cone and Hand Penetrometer (r = 0.893). The strong correlation between Hand Penetrometer and the qc Soil test (r = 0.669). Good modulus subgrade (Plate Bearing Test) correlation with CBR Dynamic Cone Penetrometer (r = 0.417). Very weak correlation of Soil test qc with subgrade modulus (Plate Bearing Test (r = 0.226).
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