Shear strength of sand under vibrations.

Balay, Behzat


Shear strength of sands as determined by the direct shear apparatus.
Güvenç, Yıldız; Department of Civil Engineering (1965)
Shear behaviour of köroğlu marl under low and high normal stresses.
Ergen, M. Emin; Department of Mining Engineering (1980)
Shear strength behavior of granular fill-clayey soil interfaces and improvement with dowels
Öztürk, Şevki; Ergun, Mehmet Ufuk; Department of Civil Engineering (2015)
Shear failures of interfaces between granular material and clay are frequently encountered in engineering practice. In earthfill dams, road embankments and spoil piles in mining operations, granular materials are placed on clay, and shear failures and/or large movements are observed along interfaces. When dealing with this type of a problem selecting representative shear strength parameters is difficult. Furthermore in the literature no accepted procedure is available to select these parameters. This study ...
Shear strength and volume change characteristics of compacted-unsaturated METU campus clay.
Cora, Özlem; Çokça, Erdal; Erol, Orhan; Department of Civil Engineering (2000)
Shear strength and compressibility behaviour of sand-clay mixtures
Bayoğlu, Esra; Erol, Orhan; Department of Civil Engineering (1995)
Citation Formats
B. Balay, “Shear strength of sand under vibrations.,” Middle East Technical University, 1970.