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只看該作者 · 發(fā)表于 2025-3-21 19:14:24

書目名稱Ground Characterization and Foundations影響因子(影響力)

書目名稱Ground Characterization and Foundations影響因子(影響力)學(xué)科排名

書目名稱Ground Characterization and Foundations網(wǎng)絡(luò)公開度

書目名稱Ground Characterization and Foundations網(wǎng)絡(luò)公開度學(xué)科排名

書目名稱Ground Characterization and Foundations被引頻次

書目名稱Ground Characterization and Foundations被引頻次學(xué)科排名

書目名稱Ground Characterization and Foundations年度引用

書目名稱Ground Characterization and Foundations年度引用學(xué)科排名

書目名稱Ground Characterization and Foundations讀者反饋

書目名稱Ground Characterization and Foundations讀者反饋學(xué)科排名

只看該作者 · 發(fā)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.

只看該作者 · 發(fā)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.

只看該作者 · 發(fā)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.

只看該作者 · 發(fā)表于 2025-3-22 11:46:06

只看該作者 · 發(fā)表于 2025-3-22 16:32:32

只看該作者 · 發(fā)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.

只看該作者 · 發(fā)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

只看該作者 · 發(fā)表于 2025-3-23 04:16:38

只看該作者 · 發(fā)表于 2025-3-23 08:02:44

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