首页> 外文期刊>Journal of geotechnical and geoenvironmental engineering >Closure to 'Design and Construction Guidelines for Deep Soil Mixing to Stabilize Expansive Soils' by Raja S. Madhyannapu and Anand J. Puppala
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Closure to 'Design and Construction Guidelines for Deep Soil Mixing to Stabilize Expansive Soils' by Raja S. Madhyannapu and Anand J. Puppala

机译:Raja S. Madhyannapu和Anand J. Puppala的“深层土壤混合以稳定膨胀土的设计和施工准则”的结语

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The writers would like to express their appreciation to the discusser for the comments provided on the original paper. Following are the responses to the comments by the discusser. As noted by the discusser in Item la of the discussion, predril-ling of deep soil mixing (DSM) locations prior to soil mixing was necessary and achieved using a flight auger of diameter similar to the one used for the construction of DSM columns [0.6-m (2-ft) diameter]. Due to the stiff to very stiff nature of unsaturated in situ soils, spoil produced was minimal during the predrilling process. During retrieval of flight auger, few of the loosened soil lumps were reintroduced into the predrilled DSM hole prior to soil mixing step. The extra material shown in Fig. 12 in the original paper was produced during actual soil mixing process and it shows the low amounts of spoil produced during the field mixing operations.
机译:作者要对讨论者对原始论文提供的意见表示感谢。以下是讨论者对评论的答复。正如讨论者在讨论的项目1a中指出的那样,在土壤混合之前对深层土壤混合(DSM)位置进行预过滤是必要的,并且使用直径类似于用于构造DSM色谱柱的螺旋钻来实现[0.6 -m(2-ft)直径]。由于非饱和原位土壤的刚度到极度刚度,在预钻孔过程中产生的弃土极少。在取回螺旋钻的过程中,在土壤混合步骤之前,几乎没有将松散的土壤团块重新引入预钻的DSM孔中。原始纸张中图12所示的多余材料是在实际的土壤混合过程中产生的,它表明在田间混合操作过程中产生的少量废料。

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