## 1 Introduction
\begin{table}
\begin{tabular}{c c c c c} \hline \hline
**Method** & **Description** & **Advantages** & **Limitation** & **References** \\ \hline Prefabricated vertical drains (PVD) & PVD is a drainage element that is installed vertically into soft soil. & Accelerate consolidation time. & Effective only up to 6 months before clogging. & [3; 6; 7] \\ \multirow{4}{*}{Vacuum preloading} & Vacuum preloading is a system combining vertical and horizontal drains that are connected through sand drainage and a High-Density Polyethylene (HDPE) membrane. & Reduce height of soil preloading, distribute the pressure to deep layer of sub soil. & Maximum pressure approximately 100 kPa & [6; 7; 8] \\ \multirow{4}{*}{Geotextile} & Footville & with various function such as drainage, filtration, and reinforcement. & Can be combined with other reinforcement. & Improvement only on internal stability. & [10; 11] \\ \multirow{4}{*}{Pile reinforcement} & Piled embankment acts as load transfer platform, where load from embankment embankment transferred into pile. & Load from embankment transferred into pile and reduce load received by subsoil. & No significant limitation. & [12; 13] \\ \multirow{4}{*}{Bamboo reinforcement} & Bamboo reinforcement such as bamboo mat and bamboo pile are a cheaper alternative for reinforcement compared to concrete piles. & Bamboo mat distributes the load received by sub soft soil and slightly increases the bearing capacity of the underlying soft soil. & Non uniform bamboo stiffness. & [15; 16; 17] \\ \hline \hline \end{tabular}
\end{table} 
Table 1: Comparison of various soft soil reinforcements. Figure 1: Buried gas pipeline affected by embankment load. Ref. [19] conducted a study on the use of piles to protect buried pipelines. Lateral movement due to embankment loading can cause damage to the buried pipe; hence, piled embankments are utilized to prevent such damage. Full-scale field testing was conducted over a period of 70 days. The test results revealed that the presence of piles significantly reduces settlement on the buried pipe and lateral displacement in the underlying soft soil. This is attributed to the transfer of load from the piles to the firmer soil layers. Other studies have discussed estimation methods for calculating lateral flow or design guidelines for buried pipes [20; 21]. However, it is evident that embankment load induces both settlement and lateral displacement on soft subsoil, leading to damage to the buried pipe. The publication [19] uses piled embankment as reinforcement; there are no studies available about the combination of bamboo reinforcement to minimize damage to the buried pipe. This study focuses on analyzing the impact of an embankment in a reclamation area on soft soil, specifically on the underlying pipeline, and designing appropriate pipeline protection measures. The research's findings will include safety factors, soil settlement beneath the pipeline, and pipeline protection performance. At each stage of the construction process, we will display the results to track the evolution of safety factors and soil deformations caused by the embankment load. This research methodology uses a full-scale FEM model to predict settlement and stress on the pipeline. So, this research analysis is unique in considering the effects of multiple loads from every stage of construction to design a reinforcement for the embankments themselves and a protection for the pipe.