土基回弹模量参考值.docx
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土基回弹模量参考值
土基回弹模量参考值
表F.1路基临界高度参考值
砂性土
地下水
地表长期积水
地表临时积水
H1
H2
H3
H1
H2
H3
H1
H2
H3
Ⅱ1
Ⅱ2
Ⅱ3
Ⅱ4
Ⅱ5
Ⅲ1
Ⅲ2
Ⅲ3
Ⅲ4
Ⅲ1a
Ⅲ2a
Ⅳ1、Ⅳ1a
Ⅳ2
Ⅳ3
Ⅳ4
Ⅳ5
1.9~2.2
1.1~1.5
1.3~1.6
1.3~1.6
1.4~1.7
1.0~1.1
1.3~1.6
0.7~1.1
1.1~1.3
1.1~1.3
1.0~1.3
0.7~0.8
0.9~1.1
0.9~1.1
1.1~1.3
1.1~1.3
0.9~1.1
0.9~1.1
0.6~0.9
0.6~0.9
0.9~1.1
0.9~1.1
0.6~0.9
0.6~0.9
0.4~0.6
0.4~0.6
续上表
砂性土
地下水
地表长期积水
地表临时积水
H1
H2
H3
H1
H2
H3
H1
H2
H3
Ⅳ6
Ⅳ6a
Ⅳ7
Ⅴ1
Ⅴ2、Ⅴ2a(紫色土)
Ⅴ3
Ⅴ2、Ⅴ2a
(黄壤土,现代冲击土)
Ⅴ4、Ⅴ5、Ⅴ5a
Ⅵ1
Ⅵ1a
Ⅵ2
Ⅵ3
Ⅵ4
Ⅵ4a
Ⅵ4b
Ⅶ1
Ⅶ2
Ⅶ3
Ⅶ4
Ⅶ5
Ⅶ6a
1.0~1.1
1.3~1.6
(2.1)
(2.0)
1.4~1.7
(2.1)
(2.2)
(1.9)
(2.0)
(2.2)
1.5~1.8
(2.1)
(3.0)
0.7~0.8
1.1~1.3
(1.7)
(1.6)
1.1~1.4
(1.7)
(1.8)
(1.5)
(1.6)
(1.9)
1.2~1.5
(1.6)
(2.4)
0.9~1.1
(1.3)
(1.2)
0.9~1.1
(1.3)
(1.4)
(1.1)
(1.2)
(1.6)
0.9~1.2
1.3
1.9
0.9~1.0
1.1~1.3
(1.8)
(1.7)
1.1~1.4
(1.9)
(1.9)
(1.6)
(1.7)
(2.1)
1.2~1.5
(1.8)
(2.0)
0.7~0.8
0.9~1.1
(1.4)
(1.3)
0.9~1.1
(1.5)
(1.5)
(1.2)
(1.3)
(1.6)
0.9~1.2
(1.4)
(2.0)
0.6~0.7
0.6~0.9
(1.0)
(1.0)
0.6~0.9
(1.1)
(1.2)
(0.9)
(1.0)
(1.3)
0.6~0.9
1.0
1.6
0.9~1.1
0.7
(1.0)
0.9~1.1
0.8
(0.5)
(0.8)
0.9~1.2
(0.9)
(1.5)
0.6~0.9
0.3
(0.5)
0.76~0.9
(0.4)
0.7~0.9
(1.1)
0.4~0.6
0.4~0.6
0.4~0.6
(0.5)
续上表
粘性土
地下水
地表长期积水
地表临时积水
H1
H2
H3
H1
H2
H3
H1
H2
H3
Ⅱ1
Ⅱ2
Ⅱ3
Ⅱ4
Ⅱ5
Ⅲ1
Ⅲ2
Ⅲ3
Ⅲ4
Ⅲ1a
Ⅲ2a
Ⅳ1、Ⅳ1a
Ⅳ2
Ⅳ3
Ⅳ4
Ⅳ5
2.9
2.7
2.5
2.4~2.6
2.1~2.5
2.2~2.75
2.1~2.5
1.7~1.9
1.6~1.7
1.5~1.7
1.7~1.8
1.7~1.9
2.2
2.0
1.8
1.9~2.1
1.6~2.0
1.7~2.2
1.6~2.1
1.2~1.3
1.1~1.2
1.1~1.2
1.0~1.2
1.3~1.4
1.2~1.4
1.3~1.7
1.2~1.6
0.8~0.9
0.8~0.9
0.8~0.9
0.8~1.0
0.9~1.0
1.75~2.2
1.6~2.1
0.8~0.9
1.0~1.1
1.3~1.7
1.2~1.6
0.5~0.6
0.6~0.7
0.9~1.3
0.9~1.2
0.3~0.4
0.3~0.4
1.3~1.75
1.2~1.6
0.9~1.3
0.9~1.2
0.45~0.9
0.55~0.9
续上表
粘性土
地下水
地表长期积水
地表临时积水
H1
H2
H3
H1
H2
H3
H1
H2
H3
Ⅳ6
Ⅳ6a
Ⅳ7
Ⅴ1
Ⅴ2、Ⅴ2a(紫色土)
Ⅴ3
Ⅴ2、Ⅴ2a
(黄壤土,现代冲击土)
Ⅴ4、Ⅴ5、Ⅴ5a
Ⅵ1
Ⅵ1a
Ⅵ2
Ⅵ3
Ⅵ4
Ⅵ4a
Ⅵ4b
Ⅶ1
Ⅶ2
Ⅶ3
Ⅶ4
Ⅶ5
Ⅶ6a
1.8~2.0
1.6~1.7
1.7~1.8
2.0~2.4
2.0~2.2
1.7~1.9
1.7~1.9
1.7~1.9
(2.3)
(2.2)
2.2~2.75
(2.4)
2.4
(2.2)
(2.3)
2.2
(2.3)
2.3~2.85
(2.1)
(3.3)
(2.8)
1.3~1.5
1.1~1.2
1.4~1.5
1.6~2.0
0.9~1.1
0.8~1.0
0.7~0.9
0.9~1.1
(1.9)
(1.9)
1.65~2.2
(2.0)
2.0
(1.7)
(1.8)
(1.9)
(1.9)
1.75~2.3
(1.6)
(2.6)
2.4
1.0~1.2
0.7~0.8
1.1~1.2
1.2~1.6
0.4~0.6
0.4~0.6
0.3~0.5
0.4~0.6
(1.6)
(1.5)
1.2~1.65
(1.6)
1.6
(1.4)
(1.4)
(1.5)
(1.6)
1.3~1.75
(1.3)
(2.1)
1.9
0.9~1.0
1.0~1.1
1.6~2.0
(2.1)
(2.0)
1.65~2.2
(2.1)
(2.2)
(1.9)
(2.0)
(2.1)
1.8
1.75~2.3
(1.8)
(2.4)
(2.5)
0.5~0.6
0.7~0.8
1.2~1.6
(1.7)
(1.6)
1.2~1.65
(1.7)
(1.7)
(1.4)
(1.6)
(1.6)
1.4
1.3~1.75
(1.4)
(2.0)
2.0
0.3~0.4
0.4~0.5
0.8~1.2
(1.3)
(1.2)
0.75~1.2
(1.4)
(1.3)
(1.1)
(1.2)
(1.2)
1.1
0.75~1.3
(1.1)
(1.6)
1.6
1.2~1.6
0.9
(0.9)
1.2~1.65
(0.8)
1.0
0.7
(0.8)
(0.9)
0.8
1.3~1.75
(0.7)
(1.5)
1.4
0.8~1.2
0.5
(0.5)
0.75~1.2
(0.6)
0.6
(0.5)
0.4
0.75~1.3
(1.1)
(0.8)
0.45~0.8
0.45~0.75
0.45~0.75
(0.5)
续上表
粉性土
地下水
地表长期积水
地表临时积水
H1
H2
H3
H1
H2
H3
H1
H2
H3
Ⅱ1
Ⅱ2
Ⅱ3
Ⅱ4
Ⅱ5
Ⅲ1
Ⅲ2
Ⅲ3
Ⅲ4
Ⅲ1a
Ⅲ2a
Ⅳ1、Ⅳ1a
Ⅳ2
Ⅳ3
Ⅳ4
Ⅳ5
3.8
3.4
3.0
2.6~2.8
2.4~2.9
2.4~3.0
2.4~2.85
2.3~2.75
2.4~3.0
2.4~3.0
2.4~3.0
1.9~2.1
1.7~1.9
1.7~1.9
1.79~2.1
3.0
2.6
2.2
2.1~2.3
1.8~2.3
1.7~2.4
1.9~2.4
1.8~2.3
1.7~2.4
1.7~2.4
1.7~2.4
1.3~1.4
1.2~1.3
1.2~1.3
1.3~1.5
2.2
1.9
1.6
1.4~1.6
1.4~1.9
1.4~1.8
0.9~1.0
0.8~0.9
0.8~0.9
0.9~1.1
1.9~2.4
1.8~2.3
0.9~1.0
1.0~1.9
1.4~1.8
0.6~0.7
1.0~1.4
1.0~1.4
0.3~0.4
1.4~1.9
1.4~1.8
1.0~1.4
1.0~1.4
0.5~1.0
0.55~1.0
续上表
粉性土
地下水
地表长期积水
地表临时积水
H1
H2
H3
H1
H2
H3
H1
H2
H3
Ⅳ6
Ⅳ6a
Ⅳ7
Ⅴ1
v2、Ⅴ2a(紫色土)
Ⅴ3
Ⅴ2、Ⅴ2a
(黄壤土,现代冲击土)
Ⅴ4、Ⅴ5、Ⅴ5a
Ⅵ1
Ⅵ1a
Ⅵ2
Ⅵ3
Ⅵ4
Ⅵ4a
Ⅵ4b
Ⅶ1
Ⅶ2
Ⅶ3
Ⅶ4
Ⅶ5
Ⅶ6a
2.0~2.2
1.8~2.0
2.2~2.65
2.3~2.5
1.9~2.1
2.3~2.5
2.2~2.5
(2.5)
(2.5)
2.3~2.15
(2.6)
(2.6)
(2.4)
(2.5)
(2.5)
(2.5)
2.4~3.1
(2.3)
(3.8)
(2.9)
1.5~1.6
1.3~1.4
1.7~2.2
1.4~1.6
1.3~1.5
1.4~1.6
1.4~1.6
(2.0)
(2.0)
1.85~2.3
(2.1)
(2.2)
(1.9)
1.9
(2.0)
(2.1)
2.0~2.4
(1.8)
(2.2)
(2.5)
1.0~1.1
0.9~1.1
1.3~1.7
0.5~0.7
0.5~0.7
0.5~0.7
0.5~0.7
(1.6)
(1.5)
1.4~1.85
(1.6)
1.7
1.4
1.4
(1.5)
(1.6)
1.6~2.0
(1.3)
(1.6)
1.8
1.7~2.2
(2.3)
(2.2)
1.85~2.3
(2.4)
2.4
2.1
(2.2)
(2.4)
(2.2)
(2.0~2.4)
(2.1)
(2.9)
(2.7)
1.3~1.7
(1.8)
(1.7)
1.4~1.85
(1.8)
1.9
1.6
(1.7)
1.8
(1.6)
(1.6~2.0)
(1.6)
(2.2)
2.1
0.9~1.3
(1.3)
(1.2)
0.9~1.4
(1.4)
1.4
1.1
(1.2)
1.3
(1.1)
(1.0~1.6)
(1.1)
(1.5)
1.5
1.3~1.7
(1.2)
0.6
1.4~1.85
(1.3)
1.3
1.0
1.0