Structural stability of subsident loess soil from Praha-Dejvice-Reference-Cited by-同舟云学术

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Structural stability of subsident loess soil from Praha-Dejvice

Published:1966-03 Issue:3 Volume:1 Page:201-219
ISSN:0013-7952
Container-title:Engineering Geology
language:en
Short-container-title:Engineering Geology

Author:

Feda Jaroslav

Publisher

Elsevier BV

Subject

Geology,Geotechnical Engineering and Engineering Geology

Reference38 articles.

1. TermickéZpevnˇováni;Bacmanˇak,1964

2. Tassement des constructions fondées sur les solsàgrande porosité;Beles,1961

3. Effective shear strength parameters of sensitive clays;Bjerrum,1961

4. The shear strength of a fine sand;Bjerrum,1961

5. Properties and behaviour of silty soils originated from loess formations;Bolognesi,1957

Cited by 55 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Evaluation of the collapse susceptibility of loess using machine learning;Transportation Geotechnics;2024-09

2. Shear wave implications in wetting-induced collapse of sand–clay mixtures;Bulletin of Engineering Geology and the Environment;2024-07-12

3. Prediction of collapsibility of loess site based on artificial intelligence: comparison of different algorithms;Environmental Earth Sciences;2024-01-25

4. References;Geotechnical Engineering;2023-07-07

5. A new and simple method for predicting the collapse susceptibility of intact loess;Computers and Geotechnics;2023-06

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