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亚博ag真人
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亚博ag真人
高填土方冲击碾压施工案例
工程名称:高填土方冲击碾压施工案例
浏览次数:730

高填方土方冲击碾压施工案例

        高填土方冲击碾压施工案例.mp4

        晟路实业洛阳山岛冲击碾压技术对软土地基的加固处理采用冲击碾压技术对软土地基进行加固处理可以有效地加快 软土地基的沉降速度。利用排水固结的方法运用冲击压路机对软 土地基进行冲击碾压加压,软土地基中的自由水便会迅速的排出, 软土地基的沉降速度明显加快。

        软土地基中的天然稠度较大,需 利用冲击碾压技术对粗粒材料垫层进行综合加固。该垫层厚度的 大小由稠度确定,稠度越大,垫层厚度越小。

        一般情况下,当稠 度大于0.9 小于1.0 时,垫层厚度选为20 厘米;当稠度大于0.75 小于0.9 时,垫层厚度选为30 厘米;当稠度大于0.5 小于0.75 垫层厚度选为50厘米。

        冲击碾压技术对高填方的补强处理在对高填方路段进行施工后,会出现一定程度的沉降现象, 沉降过大会造成路面开裂。

        针对这种现象,在采用冲击碾压技术 对其进行施工时,采取每隔两米的厚度便进行一次碾压的措施, 以此在一定的投入情况下获得对等的碾压效果,从而解决高填方 土的沉降问题,增强高速公路路基的稳定性和耐久性。

        高填方土方在经过冲击压路机冲击碾压施工流程后,达到下图效果:

    


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