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Performance of Novel chemical grout in Treating sands

机译:新型化学灌浆在砂处理中的性能

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摘要

A new chemical grouting formed by sodium silicate-boric acid mixtures was introduced. Initially, suitable sodium silicate and boric acid contents in the grout mixtures were studied. Gel time, initial viscosity, and syneresis properties of adopted grouts were determined. Strength and permeability of grouted sand specimens having different gradation, relative density, curing time, and condition were investigated. Gel time decreased but viscosity increased as the sodium silicate and boric acid contents increased. Syneresis of grouts increased with the increase in sodium silicate and boric acid contents. As the silicate content of the grout solutions increased, the unconfined compressive strengths of the wet-cured and air-dried specimens increased, but decreased with time as a result of syneresis. The permeability of the wet-cured sand specimens decreased by two to three orders of magnitude after grouting; it increased with increasing silicate content but decreased with increasing in boric acid content.
机译:介绍了一种由硅酸钠-硼酸混合物形成的新化学灌浆。最初,研究了灌浆混合物中合适的硅酸钠和硼酸含量。确定胶凝时间,初始粘度和采用的灌浆的脱水收缩性能。研究了不同等级,相对密度,固化时间和条件不同的注浆砂样品的强度和渗透性。随着硅酸钠和硼酸含量的增加,胶凝时间减少,但粘度增加。灌浆的脱水收缩随硅酸钠和硼酸含量的增加而增加。随着灌浆溶液中硅酸盐含量的增加,湿固化和风干样品的无侧限抗压强度增加,但由于脱水作用,随时间而降低。灌浆后,湿固化的砂试样的渗透率降低了2到3个数量级。它随硅酸盐含量的增加而增加,但随硼酸含量的增加而下降。

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