Perhitungan Perbandingan Daya Dukung Tiang Pancang Secara Dinamik Dan Numerik Pada Jembatan Tol Ruas Jalan Cibitung - Cilincing

Ardiansyah, M Zulfikar (2023) Perhitungan Perbandingan Daya Dukung Tiang Pancang Secara Dinamik Dan Numerik Pada Jembatan Tol Ruas Jalan Cibitung - Cilincing. Sarjana (S1) thesis, Universitas Islam “45” Bekasi.

	Text 1. PENDAHULUAN(5).pdf Download (2MB)
	Text 2. BAB I(3).pdf Restricted to Repository staff only Download (106kB) | Request a copy
	Text 3. BAB II(3).pdf Restricted to Repository staff only Download (860kB) | Request a copy
	Text 4. BAB III(3).pdf Restricted to Repository staff only Download (235kB) | Request a copy
	Text 5. BAB IV(4).pdf Restricted to Repository staff only Download (705kB) | Request a copy
	Text 6. BAB V(3).pdf Restricted to Repository staff only Download (90kB) | Request a copy
	Text 7. DAFTAR PUSTAKA(3).pdf Download (88kB)

Abstract

ABSTRACT The foundation is the lowest structural component of the building which transmits the building load to the soil or rock below it (Hardiyatmo, H.C, 2002). In a bridge construction project on the Cibitung - Cilincing Toll Road. The construction of the Cibitung - Cilincing Toll Road has several cracked and tilted piles, this can cause the strength of the piles to decrease so that a calculation analysis is needed for these piles. Therefore, it is necessary to calculate the analysis of piles that are cracked or tilted so that there is no shear failure or excessive settlement of the foundation. This research method is quantitative analysis, namely describing data obtained from observations, documents and field notes, then analyzed using the Hilley method and compared to a software application program namely Allpile V6.5E, then the results are poured into this study to describe the problem with the chosen title. namely the calculation of the comparison of the bearing capacity of the piles dynamically and numerically on the Cibitung - Cilincing Road Bridge. Based on the results of this study, the value obtained is the safety factor value of 3. The single ultimate load is 114.33 tons and the group ultimate load is 6433.42 tons. The allowable bearing capacity of a single pile for the hilley method is 480.32 tons and for the Allpile method is 441.52 tons with a difference in the ratio of the two methods of 1.016%, so the pile bearing capacity of both methods is safe against a single ultimate load. The allowable carrying capacity of group piles for the hilley method is 22071.23 tons and for the Allpile method it is 28326.56 tons with the difference in the ratio of the two methods of 1.283%, so the pile bearing capacity of both methods is safe against the group's ultimate load. The immediate settlement of group piles from the calculation results is 0.068 mm, it is declared safe against a maximum settlement of 25 mm. The group pile coefficient is 0.704. Keywords: Foundation Bearing Capacity, Load Distribution, Allpile V6.5E

Actions (login required)

View Item