TY - GEN
T1 - The Effect of Pattern and Distance on the Safety Factor Value of Embankment in Stone Column Design Case Study of Serang Panimbang Toll Project STA 20+400–STA 20+550
AU - Pradana, Wisnu Ari
AU - Ralindra, Deris Faisa
AU - Wahyuni, Fitria
N1 - Publisher Copyright:
© The Author(s), under exclusive license to Springer Nature Singapore Pte Ltd. 2025.
PY - 2025
Y1 - 2025
N2 - The Serang-Panimbang toll road project is a connector from the Jakarta-Merak toll road with a total length of 83.677 km, located in the province of Banten. The soil conditions on the Serang-Panimbang Toll Road Project, particularly at STA 20+400–20+700, consist of soft soil classified as clay, have long compression periods and low bearing capacity, thus requiring subgrade improvement to prevent settlement when the toll road becomes operational. One alternative method that can be used for soft soil problems, especially for clay soils, is using stone columns. The result of this paper is that the triangular installation pattern gives higher safety number (SF) results than the rectilinear installation pattern and varies the distance of the stone column model. This is more significant than changing the diameter of the stone column.
AB - The Serang-Panimbang toll road project is a connector from the Jakarta-Merak toll road with a total length of 83.677 km, located in the province of Banten. The soil conditions on the Serang-Panimbang Toll Road Project, particularly at STA 20+400–20+700, consist of soft soil classified as clay, have long compression periods and low bearing capacity, thus requiring subgrade improvement to prevent settlement when the toll road becomes operational. One alternative method that can be used for soft soil problems, especially for clay soils, is using stone columns. The result of this paper is that the triangular installation pattern gives higher safety number (SF) results than the rectilinear installation pattern and varies the distance of the stone column model. This is more significant than changing the diameter of the stone column.
KW - Diameter
KW - Embankment
KW - Road
KW - Stone Column
UR - https://www.scopus.com/pages/publications/105008421496
U2 - 10.1007/978-981-96-5654-7_65
DO - 10.1007/978-981-96-5654-7_65
M3 - Conference contribution
AN - SCOPUS:105008421496
SN - 9789819656530
T3 - Lecture Notes in Civil Engineering
SP - 702
EP - 715
BT - Selected Articles from the 8th International Conference on Architecture and Civil Engineering - ICACE 2024
A2 - Nia, Elham Maghsoudi
A2 - Awang, Mokhtar
A2 - Aulady, Mohamad Ferdaus Noor
A2 - Traykova, Marina
A2 - Yola, Lin
PB - Springer Science and Business Media Deutschland GmbH
T2 - 8th International Conference on Architecture and Civil Engineering, ICACE 2024
Y2 - 12 December 2024 through 13 December 2024
ER -