Compression of collapsed loess: Studies on bonded and unbonded soils-Reference-Cited by-同舟云学术

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Compression of collapsed loess: Studies on bonded and unbonded soils

Published:1993-05 Issue:1-2 Volume:34 Page:95-103
ISSN:0013-7952
Container-title:Engineering Geology
language:en
Short-container-title:Engineering Geology

Author:

Feda Jaroslav,Boháč Jan,Herle Ivo

Publisher

Elsevier BV

Subject

Geology,Geotechnical Engineering and Engineering Geology

Reference8 articles.

1. Shear modulus, time dependent soil property;Anderson;Dynamic Geotech. Testing. ASTM STP,1978

2. On the compressibility and shear strength of natural clays;Burland;Géotechnique,1990

3. The structure of clay and its importance in foundation engineering;Casagrande;J. Boston Soc. Civ. Eng.,1932

4. Engineering Properties of Loess and Loessial Loams (in Russian);Denisov,1951

5. Collapse of loess upon wetting;Feda;Eng. Geology,1988

Cited by 15 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. Behavior of Saturated Remolded Loess Subjected to Coupled Change of the Magnitude and Direction of Principal Stress;International Journal of Geomechanics;2023-01

2. Influence of grading on the compressibility of saturated loess soils;Géotechnique Letters;2020-06

3. Mega engineering projects in challenging geological environments—A modern perspective;Engineering Geology;2019-11

4. Anisotropic behaviour of a saturated clayey loess;Géotechnique Letters;2019-03

5. The mechanics of a saturated silty loess and implications for landslides;Engineering Geology;2018-03

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