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Distribution patterns and formation mechanisms of stable landslide dams in the Qinghai-Tibet plateau: a preliminary study. [PDF]
Sci RepSong L, Ma L, Chang Z, Wang Y.
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On the abrasiveness of coarse-grained and fine-grained soils
J. Stein +3 more
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Liquefaction susceptibility criterion of fine grained soil
International Journal of Geotechnical Engineering, 2016Liquefaction is one of the most devastating effects caused due to earthquake. Earlier it was believed that only clean sands are prone to liquefaction and the sands with fines content resist liquefaction. However, several field evidences showed that sand with fines can also liquefy when subjected to ground motion. The original Chinese criterion followed
S. R. Pathak, A. S. Purandare
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Thermal Performance of Fine‐Grained Soils
Journal of Geotechnical Engineering, 1984Laboratory thermal probe tests performed on an AASHTO standard reference material a silty clay showed that the soil thermal behavior cor relates with the limit states of finegrained soils.
Lawrence A. Salomone +2 more
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Determining Intrinsic Compressibility of Fine-Grained Soils
Journal of Geotechnical and Geoenvironmental Engineering, 2004Results of laboratory oedometer tests on reconstituted specimens of four clays prepared at different initial water contents, ranging from the liquid limit to 1.75 times the liquid limit, show that ...
Cerato, AB, Lutenegger, AJ
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Soft computing of the recompression index of fine-grained soils
Soft Computing, 2021Consolidation settlement is a phenomenon happens in saturated fine-grained soils when subjected to change in effective stress. Consolidation settlement is often determined using the compressibility parameters, the compression index ( $$Cc$$ ) and the recompression index
Saif Alzabeebee +3 more
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One‐Dimensional Consolidation of Unsaturated Fine‐Grained Soils
Journal of Geotechnical Engineering, 1990In this study, one-dimensional consolidation of fine-grained soils is considered. By taking into account the results of the infiltration theory, a new approach, which is applicable to soils in either saturated or unsaturated conditions, is given.
Tekinsoy M.A., Haktanir T.
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1975
Fine-grained micas are present in nearly all soils. Frequently, they are the most abundant component of the clay fraction. In many soils, micas are the principal source of native potassium for plants. On weathering, micas are altered to vermiculite and sometimes to smectitelike minerals and, as such, significantly increase the cation exchange capacity ...
H. Graf von Reichenbach, C. I. Rich
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Fine-grained micas are present in nearly all soils. Frequently, they are the most abundant component of the clay fraction. In many soils, micas are the principal source of native potassium for plants. On weathering, micas are altered to vermiculite and sometimes to smectitelike minerals and, as such, significantly increase the cation exchange capacity ...
H. Graf von Reichenbach, C. I. Rich
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