NOVEL GRANULAR PILES INSTALLATION PROCESS IN SOFT CLAYS WITH THE CALCULATION USING DESIGN CHARTS Data selection for chart calculation where Un - drained compressive strength (cu) ranges about 7 to 50 kPa, and this undisturbed un-drained shear strength is assumed to be the same as the un drained shear strength of soil, thus values of cu can be 10 to 50 kPa. Using the five cu values of 10, 20, 30, 40, and 0 (kPa). Soil bulk density () is estimated to be 20 kN/m3. Angle of view inbuilt resistance throughout Granular Pile particles (c) is determined by surface features, expressiveness, and density. The use of a big loading frame or a scientific concentration - dependent can be used to identify granular pile composition. As per the code suggestion to the regulation, the angle of internal friction might range from 38 to 42 degrees. 38o, 39o, 40o, 41o, and 42o were chosen as the five c value. The diameter range used in this study was 0.3m to 1.05m, allowing for a wide variety of variations to be investigated. The sizes specified are 0.3, 0.45, 0.60, 0.75, 0.9, and 1.05 inches (m). In general, pile spacing can range from 2D to 3.5D. The pile frequency used in this study is 2, 2.5, 3, and 3.5 times D. Because the triangular layout is superior to the square, it is used. A Granular Pile helps us to enhance is made up of a large number of piles that are erected in a regular configuration, and a crushed stone mattress is normally placed on top of the Granular Pile bearing capacity. Apart for those on the borders of the loading areas, the behaviour of all pile soil units in the foundation may be regarded as the same. Then there's only one pile earth entity, which involves specific pile acting within a cylindrical specimen cell. Having a diameter of influence represented by De, The dimension of the Granular Pile, the spacing between Granular Piles, as well as the angle of internal friction of the Granular Pile material must all be finalised before the design of Granular Piles can begin. The data required are the soft soil's un-drained shear strength (cu) and unit weight (). Compute the appropriate compressive force for spontaneous rough clay with a safety factor of 2.5 and a bearing installed capacity of 5.14 (qsafe = 2.056 cu). Calculate the bearing force that the object exerts on the soft soil. To commence, one variable, the distance adjacent Granular Piles, is determined. Used this supplied un-drained shear strength of the soft soil, select the chart (suitable graph as mentioned above). The enhanced support for the contention after applying Granular Pile of a specific diameter and angle of internal friction of Granular Pile compound is shown in the chart. The dimension of the Granular Pile and thus the internal friction angle of the Granular Pile substance are determined for the desired load capacity. Because the design charts are for un-drained shear strength of soft soil (cu) in both 10 and 50 kN/m2 for cohesive soil, angle of internal friction of Granular Pile material (c) between 380 and 42, and diameter of Granular Pile (D) 0.3 m to 1.05 m, linear interpolation for a specific centre located with system performance among Granular Piles is required. 00* 0.5 30 1.5 2-0 '4S 50 L 0m 05 10 IS 20 Figure No.1I