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1、.土基回彈模量參考值表F.1路基臨界高度參考值土組路床面至各水位臨界高度(m)自然區(qū)劃砂性土地下水地表長期積水地表臨時積水H1H2H3H1H2H3H1H2H3Ⅱ1Ⅱ2Ⅱ3Ⅱ4Ⅱ5Ⅲ1Ⅲ2Ⅲ3Ⅲ4Ⅲ1aⅢ2aⅣ1、Ⅳ1aⅣ2Ⅳ3Ⅳ4Ⅳ51.9~2.21.1~1.51.3~1.61.3~1.61.4~1.71.0~1.11.3~1.60.7~1.11.1~1.31.1~1.31.0~1.30.7~0.80.9~1.10.9~1.11.1~1.31.1~1.30.9~1.10.9~1.10.6~0.90.6~0.90.9~1.

2、10.9~1.10.6~0.90.6~0.90.4~0.60.4~0.6..續(xù)上表土組路床面至各水位臨界高度m_)自然區(qū)劃砂性土地下水地表長期積水地表臨時積水H1H2H3H1H2H3H1H2H3Ⅳ6Ⅳ6aⅣ7Ⅴ1Ⅴ2、Ⅴ2a（紫色土）Ⅴ3Ⅴ2、Ⅴ2a（黃壤土，現(xiàn)代沖擊土）Ⅴ4、Ⅴ5、Ⅴ5aⅥ1Ⅵ1aⅥ2Ⅵ3Ⅵ4Ⅵ4aⅥ4bⅦ1Ⅶ2Ⅶ31.0~1.11.3~1.6(2.1)(2.0)1.4~1.7(2.1)(2.2)(1.9)(2.0)(2.2)0.7~0.81.1~1.3(1.7)(1.6)1.1~1.4(1.7)(1.

3、8)(1.5)(1.6)(1.9)0.9~1.1(1.3)(1.2)0.9~1.1(1.3)(1.4)(1.1)(1.2)(1.6)0.9~1.01.1~1.3(1.8)(1.7)1.1~1.4(1.9)(1.9)(1.6)(1.7)(2.1)0.7~0.80.9~1.1(1.4)(1.3)0.9~1.1(1.5)(1.5)(1.2)(1.3)(1.6)0.6~0.70.6~0.9(1.0)(1.0)0.6~0.9(1.1)(1.2)(0.9)(1.0)(1.3)0.9~1.10.7(1.0)0.9~1.10.8(0.5

4、)(0.8)0.6~0.90.3(0.5)0.76~0.9(0.4)0.4~0.60.4~0.6..Ⅶ4Ⅶ5Ⅶ6a1.5~1.8(2.1)(3.0)1.2~1.5(1.6)(2.4)0.9~1.21.31.91.2~1.5(1.8)(2.0)0.9~1.2(1.4)(2.0)0.6~0.91.01.60.9~1.2(0.9)(1.5)0.7~0.9(1.1)0.4~0.6(0.5)..續(xù)上表土組路床面至各水位臨界高度(m)自然區(qū)劃粘性土地下水地表長期積水地表臨時積水H1H2H3H1H2H3H1H2H3Ⅱ1Ⅱ2Ⅱ3Ⅱ4Ⅱ5

5、Ⅲ1Ⅲ2Ⅲ3Ⅲ4Ⅲ1aⅢ2aⅣ1、Ⅳ1aⅣ2Ⅳ3Ⅳ4Ⅳ52.92.72.52.4~2.62.1~2.52.2~2.752.1~2.51.7~1.91.6~1.71.5~1.71.7~1.81.7~1.92.22.01.81.9~2.11.6~2.01.7~2.21.6~2.11.2~1.31.1~1.21.1~1.21.0~1.21.3~1.41.2~1.41.3~1.71.2~1.60.8~0.90.8~0.90.8~0.90.8~1.00.9~1.01.75~2.21.6~2.10.8~0.91.0~1.11.3~1

6、.71.2~1.60.5~0.60.6~0.70.9~1.30.9~1.20.3~0.40.3~0.41.3~1.751.2~1.60.9~1.30.9~1.20.45~0.90.55~0.9..續(xù)上表土組路床面至各水位臨界高度(m)自然區(qū)劃粘性土地下水地表長期積水地表臨時積水H1H2H3H1H2H3H1H2H3Ⅳ6Ⅳ6aⅣ7Ⅴ1Ⅴ2、Ⅴ2a（紫色土）Ⅴ3Ⅴ2、Ⅴ2a（黃壤土，現(xiàn)代沖擊土）Ⅴ4、Ⅴ5、Ⅴ5aⅥ1Ⅵ1aⅥ2Ⅵ3Ⅵ4Ⅵ4aⅥ4bⅦ1Ⅶ2Ⅶ3Ⅶ4Ⅶ51.8~2.01.6~1.71.7~1.82.0~2.42.0

7、~2.21.7~1.91.7~1.91.7~1.9(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)1.3~1.51.1~1.21.4~1.51.6~2.00.9~1.10.8~1.00.7~0.90.9~1.1(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)1.0~1.20.7~0.81.1~1.21.2~1.60.4~0.60.4~0.60.3~0.50.4~0.6(1.6)(1.5)

8、1.2~1.65(1.6)1.6(1.4)(1.4)(1.5)(1.6)1.3~1.75(1.3)0.9~1.01.0~1.11.6~2.0(2.1)(2.0)1.65~2.2(2.1)(2.2)(1.9)(2.0)(2.1)1.81.75~2.3(1.8)(2.4)0.5~0.60.7~0.81.2~1.6(1.7