TY - JOUR
T1 - The effectiveness of vacuum preloading on eliminate secondary settlement; Case study in summarecon city bandung area's development project
AU - Wahyu, A. L.
AU - Mochtar, I. B.
N1 - Publisher Copyright:
© 2019 Published under licence by IOP Publishing Ltd.
PY - 2019/9/4
Y1 - 2019/9/4
N2 - Summarecon City Bandung Area's Development Project is used to use embankment preloading with Prefabricated Vertical Drain (PVD) to improve the soil, but due to weather problems, used another alternative by replacing embankment preloading to vacuum preloading. Vacuum preloading with PVD is only intended for accelerate primary settlement, while secondary settlement still exists. Secondary settlement in this project needs to be paid attention because according to the reality in the field, secondary settlement happened quite large because the soil mix with organic soil. Secondary settlement could cause differential settlement which can damage the infrastructure and make the infrastructure drop until lower than flood water level. So far, there has not been a study about how to eliminate secondary settlement in order to complete that settlement before the infrastructure is built, so that differential settlement does not happen. Therefore, a study about eliminate secondary settlement in order to be completed before the infrastructure is built is needed with remove it along with primary settlement. In this case, secondary settlement is going to be eliminated by adding additional load in the form of embankment preloading. Overall, this study can be a suggestion and consideration for the decision-making of Summarecon on selecting the soil improvement; embankment preloading or vacuum preloading.
AB - Summarecon City Bandung Area's Development Project is used to use embankment preloading with Prefabricated Vertical Drain (PVD) to improve the soil, but due to weather problems, used another alternative by replacing embankment preloading to vacuum preloading. Vacuum preloading with PVD is only intended for accelerate primary settlement, while secondary settlement still exists. Secondary settlement in this project needs to be paid attention because according to the reality in the field, secondary settlement happened quite large because the soil mix with organic soil. Secondary settlement could cause differential settlement which can damage the infrastructure and make the infrastructure drop until lower than flood water level. So far, there has not been a study about how to eliminate secondary settlement in order to complete that settlement before the infrastructure is built, so that differential settlement does not happen. Therefore, a study about eliminate secondary settlement in order to be completed before the infrastructure is built is needed with remove it along with primary settlement. In this case, secondary settlement is going to be eliminated by adding additional load in the form of embankment preloading. Overall, this study can be a suggestion and consideration for the decision-making of Summarecon on selecting the soil improvement; embankment preloading or vacuum preloading.
UR - http://www.scopus.com/inward/record.url?scp=85072638338&partnerID=8YFLogxK
U2 - 10.1088/1755-1315/279/1/012023
DO - 10.1088/1755-1315/279/1/012023
M3 - Conference article
AN - SCOPUS:85072638338
SN - 1755-1307
VL - 279
JO - IOP Conference Series: Earth and Environmental Science
JF - IOP Conference Series: Earth and Environmental Science
IS - 1
M1 - 012023
T2 - 1st International Conference on Geoscience, ICoGeS 2018
Y2 - 1 November 2018 through 2 November 2018
ER -