HUDAZEN, SULTAN ARIZAL and AJI, GILANG BAYU (2025) ANALISIS INTERAKSI TANAH DENGAN PONDASI TIANG PANCANG BUNDAR BERDASARKAN HASIL STATIC LOAD TEST DAN PDA (Studi Kasus: Gedung Fakultas Kedokteran SCU di Bukit Semarang Baru). S1 thesis, UNIVERSITAS KATOLIK SOEGIJAPRANATA.

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Abstract

Round pile foundation is one type of deep foundation that is often used in construction projects, including the Unika Soegijapranata Faculty of Medicine Building Construction Project. The project site is located in the Bukit Semarang Baru Housing Area. This project uses a pile foundation with a diameter of 45 cm on all of its piles. This study aims to determine and compare the value of the t-z curve analytically based on the analysis of foundation bearing capacity calculations with the Soil Properties method. The analysis of t-z curve values is carried out based on Static Axial Load Test, Pile Driving Analyzer, Back Analysis (load transfer method) and Allpile software to obtain load settlemet curves, t-z curves and q-z curves. The results of the analysis of the calculation of the t-z curve value based on the BH-1 and BH-2 drill points have similar t-z values. Based on the results of the Static Load Test at BH-1, the largest t-z value is obtained in soil segment 4 with a value of t = 5.62 tons/m 2 and z = 0.6 mm, while the largest t-z value at point BH-2 is in segment 3 with a value of t = 12.2 tons/m 2 and z = 2.2 mm. Based on the Pile Driving Analyzer test results at BH-1, the largest t-z value is obtained in segment 4 with a value of t = 5.85 tons/m 2 and z = 1.2 mm, while the largest t-z value at point BH-2 in segment 3 with a value of t = 12.2 tons/m 2 and z = 3.12 mm. Based on Back Analysis at BH-2, the largest t-z value is obtained in segment 3 with a value of t = 14.4 tons/m 2 and z = 0.36 mm. Based on allpile software at BH-1, the largest t-z value is obtained in segment 4 with a value of t = 9.4 tons/m 2 and z = 2.2 mm, while the largest t-z value at point BH-2 is in segment 3 with a value of t = 11.6 tons/m 2 and a value of z = 2 mm. The largest blanket resistance (t) value is influenced by soil type and Nspt value in each soil segment.

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