ABSTRACT
Reinforced soil slope (RSS) systems integrate geosynthetic reinforcements with soil to enhance stability and accommodate steep slope designs. It offers a sustainable and cost-effective solution for soil retaining structures in challenging geotechnical conditions. This paper highlights the design & construction of one of the tallest reinforced soil (RS) embankment at Bridge No 40 (Chainage 42+870 to 42+940) on Katra-Dharam section of Udhampur-Srinagar-Baramulla Rail Link project (USBRL) in the state of Jammu and Kashmir. This project holds national significance as it establishes vital rail connectivity to the Kashmir Valley, fostering regional integration and development. The project primarily involves the construction of a hybrid RSS with gabion facia with integrated secondary reinforcement and green facia for soil retention along with cut slope stabilization using soil nailing technique. It offers uniform pressure distribution, effective mitigation of differential settlement due to its flexible and monolithic nature, and eco-friendliness, seamlessly blending with the surrounding environment.
