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Xinxiang Yi, Guanci Wang, Benben Zhang, Genbao Zhang, Yuming Liu and Zhengdong Luo
Sulfate attack is one of the non-negligible factors that induces deterioration in the performance and life cycle of soil stabilizers. In this paper, the degradation mechanism of the durability of slag?fly-ash-based geopolymer stabilized soft soil (hither...
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Leema Peter, P.K. Jayasree, K. Balan, S. Alaka Raj
Pág. 558 - 566
Soft soils form problematic subgrade for pavements due to its low bearing capacity and strength. Pavement loads coming on the soft subgrade soil may cause detrimental pumping actions when they are located in areas with high water table which causes both ...
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Tirta Djusman Arief
Pág. pp. 20 - 24
Adding sodium chloride, as admixture, and Portland Cement, as stabilizer, to a very soft clay increase its plasticity index (PI), Californian Bearing Ratio (CBR), and Unconfined Compression Strength (UCS). This paper presents the results of testings done...
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Gogot Setyo Budi
Pág. pp. 99 - 102
A method commonly used to stabilize expansive soils is mixing the soil with foreign materials. Themain obstacle raised from soil stabilization in the field is the difficulty in mixing process. This paperpresents the strength distribution in soft soil due...
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