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Initial Experimental Study on Formation of Filter Cake in Sand during Horizontal Directional Drilling

机译:水平定向钻井中砂中滤饼形成的初步实验研究

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One of the major concerns associated with horizontal directional drilling (HDD) operations in sandy soils is keeping the borehole stable. Circulating drilling fluid inside the bore develops annular pressure counteracts the ground overburden pressure. While the infiltration of drilling fluid during circulation increases the excess pore water pressure around the bore which thereby decreases the effective stress of the soil medium, hydraulic fracture may consequently occur and disturb the stability of the bore. In this respect, the bentonite-based drilling fluid has been used during HDD to improve the formation of the cake around the bore, reduce the loss of circulation, and stabilize the borehole. This initial study investigates the impact of infiltrating 2%, 3%, and 4% bentonite in drilling fluid on both the formation of the cake in a sand medium and the shear strength parameters of the sand. To simulate the cake formation in the borehole during HDD, drilling fluid has been injected into the sand specimen using a pump while the specimen has been confined in a triaxial cell. Accordingly, the permeability and shear strength of the specimen have been measured. The experimental results show that when using drilling fluid with 2%, 3%, and 4% bentonite, further infiltration of the drilling fluid is prevented due to the formation of the cake at the bottom of the specimen. The results also show that the infiltration of the drilling fluid hardly changes the shear strength of the sand due to the negligible amount of bentonite trapped in the specimens.
机译:与沙质土壤中的水平定向钻井(HDD)操作相关的主要问题之一是保持井眼稳定。钻孔内的循环钻井液产生环形压力,抵消了地面上覆压力。尽管钻井液在循环过程中的渗透增加了井眼周围的多余孔隙水压力,从而降低了土壤介质的有效应力,但水力压裂可能因此而发生,并破坏井眼的稳定性。在这方面,在HDD期间已经使用了基于膨润土的钻井液,以改善井眼周围的饼的形成,减少循环损失并稳定井眼。这项初始研究调查了钻井液中渗透2%,3%和4%的膨润土对砂介质中滤饼的形成以及砂的剪切强度参数的影响。为了模拟HDD期间井眼中的滤饼形成,在将样品限制在三轴单元中的同时,使用泵将钻井液注入到砂样品中。因此,已经测量了样品的渗透性和剪切强度。实验结果表明,当使用含有2%,3%和4%膨润土的钻井液时,由于在样品底部形成了饼状物,可防止钻井液进一步渗透。结果还表明,由于样品中截留的膨润土量可忽略不计,钻井液的渗透几乎不会改变砂的剪切强度。

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