纤维和纳米材料改性水泥稳定道路固废的直剪力学行为
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王伟,黄帅帅,俞文杰,车旭明,李娜
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Direct shear mechanical behavior of cement stabilized road solid waste modified by fibers and nanomaterials
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Wei WANG,Shuai-shuai HUANG,Wen-jie YU,Xu-ming CHE,Na LI
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| 表 5 改性道路固废试样CSP模型参数与垂直压力关系 |
| Tab.5 Relationship between CSP model parameters and vertical pressure of modified road solid waste sample |
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| 集料名称 | 关系式 | | 集料名称 | 关系式 | | CA | a=791.04p+23.1 | | SCA | a=747.98p+53.32 | | b=−26p2+11.16p+1.85 | b=25.25p2−7.23p+3.2 | | c=9.5p2−6.43p+1.29 | c=11.5p2−8.55p+1.74 | | d=1.25p2−p+0.95 | d=−0.34p+1.08 | | PCA | a=719.68p+58.67 | PMCA | a=787.18p+58.21 | | b=54.5p2−6.35p+2.55 | b=−5.75p2+2.06p+2.48 | | c=4.75p2−4.01p+0.87 | c=6.5p^2−4.65p+1.12 | | d=5.75p2−3.97p+1.36 | d=6.5p2−3.69p+1.46 | | MCA | a=741.27p+54 | PSCA | a=779.35p+66.96 | | b=27.5p2−3.25p+2.63 | b=−8p2+4.54p+2.42 | | c=11.5p2−8.19p+1.52 | c=5.5p2−4.01p+0.97 | | d=9.75p2−6.35p+1.74 | d=9p2−4.48p+1.42 |
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