Chiranjeevi, K.Kumar, D.H.Yatish, R.G.Talkeri, H.T.Mulangi, R.H.Ravi Shankar, A.U.2026-02-062025Lecture Notes in Civil Engineering, 2025, Vol.673 LNCE, , p. 221-23123662557https://doi.org/10.1007/978-981-96-8448-9_15https://idr.nitk.ac.in/handle/123456789/28581The paramount importance of incorporating alternative aggregates cannot be overstated, as it plays a pivotal role in resource conservation, sustainability promotion, and efficient waste management. This study focuses on the utilization of ferrochrome aggregate (FCA) and recycled concrete aggregate (RCA) within cement-treated base layers, aiming to entirely substitute natural coarse aggregate (NCA). The research meticulously fabricated cement-treated recycled and ferrochrome aggregate (CTRFA) samples with cement contents of 3, 5, and 7%. These specimens incorporated varying blends of RCA and FCA, ranging from 0 to 100%. In this investigation, strength properties such as unconfined compressive strength (UCS), flexural strength, elastic modulus, and indirect tensile strength (ITS) were performed alongside durability. The experimental results indicated that the cement content exerted a more pronounced influence on both strength and durability. The CTRFA mixes containing 50% RCA, 50% FCA, and 5% cement meet IRC 37 2018 strength and durability standards and can be used as a base layer for flexible pavement instead of conventional cement-treated base (CTB). © The Author(s), under exclusive license to Springer Nature Singapore Pte Ltd. 2025.Cement-treated basesDurabilityFerrochrome slag aggregatesFlexural strengthRecycled concrete aggregatesUnconfined compressive strength