CUI Lingqiu, TAI Zhanwen, ZHANG Chang. 2004: THE ANALYZING OF EXPLOSIVE-ENLARGED LIME-SOIL COMPACTION PILE APPLIED IN THE GROUND OF SUBSIDENCE LOESS. JOURNAL OF ENGINEERING GEOLOGY, 12(S1): 349-351.
    Citation: CUI Lingqiu, TAI Zhanwen, ZHANG Chang. 2004: THE ANALYZING OF EXPLOSIVE-ENLARGED LIME-SOIL COMPACTION PILE APPLIED IN THE GROUND OF SUBSIDENCE LOESS. JOURNAL OF ENGINEERING GEOLOGY, 12(S1): 349-351.

    THE ANALYZING OF EXPLOSIVE-ENLARGED LIME-SOIL COMPACTION PILE APPLIED IN THE GROUND OF SUBSIDENCE LOESS

    • The plant extension encounters the ground of subsidence loess in the 2nd project of a power plant. The explosive-enlarged lime-soil compaction pile is applied to improve the ground. As a result, subsidence of the ground is eliminated and bearing capacity rises rapidly. Furthermore, the previous plants and equipments are not influenced by the construction, which reduces money and time.
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