Advances in Materials Science and Engineering / 2018 / Article / Tab 1

Research Article

Comparative Study of Soil Grouting with Cement Slurry and Cement-Sodium Silicate Slurry

Table 1

Number of experiments and their parameters.

Item numberInitial pressure, P0 (kPa)Grout amount (L)Grouting rate, q (L/min)

CM-1001008010
CS-1001008010
CM-1501508010
CS-1501508010
CM-2002008010
CS-2002008010

Note: in the “Item number” column, “CM” denotes grouting with cement slurry and “CS” represents grouting with cement-sodium silicate slurry.

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