Experimental Study on the Time-Dependent Oedometric Compression Behavior of Calcareous Sand

A series of compression tests were carried out on two types of calcareous sand to study the time-dependent behavior of calcareous sand under oedometric conditions. Consolidation, creep, stress relaxation, and constant strain/stress rate tests were conducted. At the same time, the effects of input en...

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Veröffentlicht in:	Journal of geotechnical and geoenvironmental engineering 2023-05, Vol.149 (5)
Hauptverfasser:	Zeng, Kaifeng, Liu, Huabei
Format:	Artikel
Sprache:	eng
Schlagworte:	Calcareous soils Compressibility Compression Compression tests Consolidation Grain shape Load distribution Loading rate Overconsolidation Sand Soil compressibility Solifluction Stress Stress relaxation Time dependence
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