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    Macroscopic and Microscopic Evaluation of the Effect of Mellowing Time on the Mechanical Properties of Expansive Clay Stabilized with Class F Fly Ash–Based Geopolymer 

    Source: Journal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 004:;page 04025056-1
    Author(s): Khushal Khan; Usama Khalid; Zia ur Rehman; Nauman Ijaz; Muhammad Jawed Iqbal
    Publisher: American Society of Civil Engineers
    Abstract: For construction quality control, the compaction delay referred to as mellowing time (MT) is crucial for achieving the desired outcomes of the chemical soil stabilization process in the field. In the current study, fly ...
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    Large-Scale Test Study on the Three-Dimensional Behavior of the Gravel–Concrete Interface of a CFR Dam 

    Source: International Journal of Geomechanics:;2020:;Volume ( 020 ):;issue: 006
    Author(s): Zia ur Rehman; Fangyue Luo; Teng Wang; Ga Zhang
    Publisher: ASCE
    Abstract: The mechanics of the interface between a concrete-face slab and cushion layer gravels plays an essential role in the stability of the concrete face of a concrete-face rockfill (CFR) dam, which is indeed very vital for the ...
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