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Some Characteristics Of Soil Stabilization By 'sealed' Injection Using Microcement

机译:用微水泥“密封”注入稳定土壤的一些特征

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1. Successful stabilization of various deliquescent soils existing under an appreciable excess pressure is possible only with a sufficiently high technological level of work production: the existence of appropriate equipment, highly qualified personnel, continuous recording of parameters, and constant adjustment of the procedure during the execution of work.rn2. To reduce losses of suspension extruded beyond the limits of the zone being stabilized, the suspension should be restrained by barrier rows of holes. Around the outer boundary of the zone, it is expedient to conduct "jet" injection, and injection of bentonite-cement and finely disperse grouts.rn3. For a soil with a certain particle size, a specific type of microcement, and the consistency of the injection suspension should be selected with consideration given to the actual degree of compaction of the soil. The boundaries of suspension penetration into the soil can be determined from its permeability at the job site. It should be considered that use of different laboratory procedures will result in significant discrepancies in the results.
机译:1.只有在足够高的生产技术水平下,才能在相当大的超压下成功稳定各种潮解性土壤:存在适当的设备,高素质的人员,连续记录参数以及在操作过程中不断调整程序执行工作。为了减少悬浮液挤出的损失,该损失超出了稳定区域的限制,应通过成排的孔来限制悬浮液。在该区域的外边界周围,宜进行“喷射”注入,并注入膨润土水泥并细分散浆液。对于具有一定粒径的土壤,应根据土壤的实际压实度选择特定类型的微水泥和注入悬浮液的稠度。悬浮液渗透到土壤中的边界可以通过其在工作现场的渗透性来确定。应该考虑使用不同的实验室程序会导致结果上的重大差异。

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