Corrugate 发表于 2025-3-21 19:14:24

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oracle 发表于 2025-3-21 23:10:42

Wilfried Ferchhoff,Georg Neubauern index in loosest and densest state with respect to variations in the amount of fines and plasticity of fines are presented. Results indicate that there is a significant influence of fines on the properties of sand.

吹牛大王 发表于 2025-3-22 01:39:35

https://doi.org/10.1007/978-3-658-24066-0mum percentage, shear strength increases with increase in fibre content. Also the value of strain increases with increase in fibre content. Tests are conducted for both random mix and horizontal mix of fibres. This research concludes that combination of lime and palm fibre is a better stabiliser for ground.

滔滔不绝的人 发表于 2025-3-22 07:52:12

Effect of Plasticity of Fines on Properties of Uniformly Graded Fine Sand,n index in loosest and densest state with respect to variations in the amount of fines and plasticity of fines are presented. Results indicate that there is a significant influence of fines on the properties of sand.

deceive 发表于 2025-3-22 11:46:06

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古代 发表于 2025-3-22 16:32:32

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古代 发表于 2025-3-22 19:17:10

Relationship Between Various Consolidation Parameters of Compressible Soils,f permeability on in situ soil to that of soil in the smear zone), have been developed for different unit cell diameter ratios, ., and time factors, ., corresponding to end of construction. A new method for the estimation of in situ parameters such as ., . and ./. of the smear zone from the in situ measured time-settlement plot, is proposed.

记忆 发表于 2025-3-22 22:07:40

Wilfried Ferchhoff,Georg Neubauervarious tests including specific gravity, particle size analysis, consolidation tests, direct shear tests, etc., conducted on 17 soil combinations. The soil combinations were prepared by mixing sand with fines (0–40%) of different PI ranging from 0–15%. The variations in specific gravity, particle s

oxidize 发表于 2025-3-23 04:16:38

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Agronomy 发表于 2025-3-23 08:02:44

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