《Table 1 A summary of hydraulic conductivity tests》

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《砂-凹凸棒土竖向隔离墙材料的压缩及渗透特性试验研究（英文）》

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The rigid-wall hydraulic conductivity tests for all the backfills showed that the hydraulic conductivity（kf）decreased from 5.9×10-9 m/s to 9.7×10-11 m/s when attapulgite content in the backfill increased from 10%to 100%（Table 1）.The kf was lower than10-9 m/s when attapulgite content in the backfill was not less than 30%，agreeing with the result obtained through calculation based on Terzaghi consolidation theory（Fig.5）.