Geotechnical characteristics of lateritic clay admixed with biomass silica stabiliser

• المؤلفون الرئيسيون: Lim, Sin-Mei, Yao, Kai, Jiang, Yanbin, Lim, Zi-Chao, Bakar, Ismail Hj
• مؤلفون آخرون: CIVIL AND ENVIRONMENTAL ENGINEERING
• التنسيق: مقال
• اللغة: English
• منشور في: ELSEVIER SCI LTD 2023
• الموضوعات: Science & Technology; Technology; Life Sciences & Biomedicine; Green & Sustainable Science & Technology; Engineering, Environmental; Environmental Sciences; Science & Technology - Other Topics; Engineering; Environmental Sciences & Ecology; Lateritic clay; Biomass silica; Compaction; California bearing ratio; Unconfined compressive strength; Resilient modulus; Curing period; RICE HUSK ASH; SOIL STABILIZATION; ENGINEERING PROPERTIES; SHEAR-STRENGTH; RESIDUAL SOIL; CEMENT; CONCRETE; GEOPOLYMER; AGGREGATE; CALCIUM
• الوصول للمادة أونلاين: https://scholarbank.nus.edu.sg/handle/10635/242047
• المؤسسة: National University of Singapore

10.1016/j.jclepro.2021.129008