電滲透化學灌漿是一種改良土壤性質的技術，目的是增加軟弱黏土的強度。根據早期許多有效應用在地盤改良的電滲透化學灌漿試驗，得知陽離子交換以及產生沉積物對於強度有很大的影響，於是本試驗試著找出鈣離子在高嶺土中分布的情形以及與強度、含水量的關係。設定電滲透化學灌漿試驗的變數：試驗時間的長短以及不同濃度的氯化鈣溶液（0.5N，1.0N和1.5N），依不同的試驗時間從正極注入高嶺土試體。在試驗過程中，排出水量由從高嶺土試體的底部（負極）收集並紀錄。結果顯示出土體內鈣離子分布不會受到含水量的變化影響，而是受到試驗時間長短和氯化鈣溶液濃度的影響，當試驗時間拉長的情況下，土體負極區域強度的增加與鈣離子含量的增加有關聯性，pH值也會上升。

Electro-osmotic chemical grouting is one of the soil improvement techniques to improve the strength of soft soils. An electro-osmotic chemical grouting cell has been used for the present study. It has been modified to fill the needs of present study. By establishing the testing process, CaCl2 of several concentrations, i.e., 0.5 N, 1.0 N and 1.5 N is injected from the top of the electro-osmotic cell, i.e., anode consisting kaolinite with different time intervals. Drained water due to electro-osmosis is collected from the bottom of the cell, i.e., cathode. The soil samples obtained after treatment are analyzed using CPT, ICP-AES and pH meter. The results show the distribution ratio of calcium in kaolinite from anode to cathode under the influence of electric potential. The soil attains more point resistance with increasing concentration of CaCl2 and with increasing treatment time. There is no effect of variation of water content with time of the point resistance in the soil even though with different treatment time.

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