Characteristics and Engineering Application of Luoyang Sand and Pebble Soil
The indoor and on-site test results of Luoyang sand and gravel soil show that for sand and gravel soil with a moisture content of about 3.92%and a coarse particle content of P5 of about 75.96%,the cohesive force c is 10.64 kPa,and the internal friction angle φ is At26 °.According to the on-site plate load test,the characteristic value of the bearing capacity of the sand and gravel foundation in the study area is 1 000 kPa.Due to differences in moisture content,particle size distribution,and experimental conditions,most of the sand and gravel soil re-lated characteristics obtained in the study can be used for future engineering applications or research,but internal friction angle data still needs to be obtained through experiments.
Sandy pebble soilMoisture contentGrain compositionDirectshear field testPlate load test
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