Comparison of the Inhibitory Action of KCl and Guanidine Hydrochloride Solutions on Montmorillonite Swelling
Abstract This study compares the effectiveness of potassium chloride with guanidine chlorhydrate in the prevention of-clay swelling. The results given on various swelling tests on calcic montmorillonite led to the conclusions thatguanidine chlorhydrate is more effective than potassium chloride, especially in low concentrations, andwater immersion of samples treated by both solutions shows the permanent feature of the inhibitive action of guanidine chlorhydrate in swelling on one hand and the important increase in swelling of immersed samples treated by potassium chloride on the other. The viscosity measure of montmorillonite suspensions, before and after solution ion elimination by dialysis. confirms these observations. Introduction Among the grounds encountered in drilling, swelling clays are those that raise major problems for wall firmness. These clays, commonly called "gumbos," raise many problems related to swelling, dispersion, and a strong tendency of the cuttings to aggregation. These problems result from the interaction of the drilling mud with the terrain traversed. An analysis of the effectiveness of various materials used in drilling muds to stabilize clayed zones led us to focus on the action of two solutions capable of inhibiting swelling:potassium chloride. which is normally used in drilling wells, andguanidine hydrochloride, which displays a strong fixation tendency on montmorillonite. The purpose of this study is to compare the inhibitory action of these two salts and the influence of their concentration in the solutions by means of relatively simple tests. This research work is limited to treatment of a montmorillonite clay. The Material Investigated To examine the behavior of swelling clays in the presence of the two solutions selected, it would be ideal to carry out tests on samples representative of the horizons that raised problems during drilling operations. However, it is difficult to extract enough clay of stable composition from the cuttings; moreover, the clay is polluted by the drilling mud. Composition analyses of clays that are difficult to drill because of swelling showed that montmorillonite was present in all the samples investigated. Hence this study is limited to an examination of the action of KCl and guanidine hydrochloride on a previously investigated montmorillonite. The montmorillonite used was an Italian natural calcium montmorillonite, supplied untreated and finely ground. The composition analysis carried out in the Compagnie Francaise des Petroles (CFP) laboratory at Bordeaux yielded the results given in Table 1. Table 2 gives the geotechnical properties of the clay investigated. Swelling Tests of Compacted Samples Unidirectional Swelling This test was performed in the measurement cell shown in Fig. 1. The cylindrical sample was hooped laterally and its swelling measured in a single direction. The procedure was as follows.Five grams of clay dried in an oven at 100 deg. C were placed in a measurement cell.The clay was saturated by it KCl or guanidine hydrochloride solution for 24 hours (by filtration) (the degree of saturation measured on some samples after compacting was found to exceed 95%). SPEJ P. 514^