Analysis and Study of Embankment Subsidence in Reclamation Works on Soft Soil
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Abstract
The rapid development of transportation facilities and the increasing population along the coastline, tends to utilize coastal land as a human activity, one of which is by conducting coastal reclamation. Where in the coastal areas of Indonesia are often found soft soil. The problem with soft soil is low bearing capacity and stability. It is necessary to improve the soil on soft cohesive soils. One of them is by installing a Vertical Drain to speed up consolidation time. In this research study, a vertical drain with a triangular pattern of 1m distance with 4m embankment decreased by 0.04m/year and accelerated consolidation time from 2.57 years to 42 weeks and with the help of the Plaxis 8.6 program got a safety value of 1,409.
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References
Braja M. Das, NE (1995). Soil Mechanics Volume 1. Jakarta: Erlangga.
CHOA, BM (2004). Reclamation and Ground Improvement. Singapore: Cengage Learning.
Darjanto, H. (nd). Construction Problems on Soft Soil., (pp. 13-16).
Haryadi, M. (2015). RECLAMATION PLANNING IN THE TERMINAL FOR LPG OWN BENEFITS.
Jay Ameratunga, NS (nd). Correlations of Soil and Rock Properties in Geotechnical Engineering. New Delhi Heidelberg New York Dordrecht London.
Oimas, H. (2015). Consolidation Analysis Using Preloading and Vertical Drain Methods in the Reclamation Area of the Phase II Belawan Port Development Project.
Rosmiyati, B. (2016). Embankment modeling on soft soil using Plaxis program.
Rahman (2015) Planning for Soil Improvement with Surcharge System Preloading Method and Gandalo-Gehem Onshore Receiving Facility Foundation in Tanjung Santan, East Kalimantan