- ISSN 0258-2724
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| Citation: | ZHANG Kunyong, XUE Tangwei, LI Junji, LI Dalong, XIE Xin. Analysis of Shear Strength Parameters of Waste SoilBased on Field and Laboratory Tests[J]. Journal of Southwest Jiaotong University. doi: 10.3969/j.issn.0258-2724.20240607
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At present, most of the studies on the shear strength parameters of waste soil are carried out based on laboratory waste soil samples, and the parameters obtained through laboratory tests are often quite different from the actual parameters, resulting in a large error in the calculation of waste landfill deformation. In view of the error problem caused by the laboratory test, by relying on the closure and restoration project of the waste landfill under construction, the influencing factors and change laws of the shear strength parameters of the waste soil were analyzed by carrying out the large-scale field direct shear test and the small-size laboratory direct shear test of the waste soil and making a comparison with the literature test results. The results show that the shear capability of waste soil is higher than that of traditional soil, and the shear stress continues to rise and tends to be stable with the increase of shear displacement. The density of waste soil is linearly and positively correlated with its shear strength. When the density increases from 750 kg/m3 to 950 kg/m3, the cohesion increases from 22.5 kPa to 34.5 kPa, and the friction angle decreases from 36.7° to 30.2°. The mean cohesion value (14.91 kPa) obtained by the small-size laboratory shear box test is 6.27 kPa lower than that of the large-size field test (21.18 kPa), and the mean friction angle (35.17°) is 6.61° higher than that of the field test (28.56°).
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