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In situ Determination of the Pre-compaction Stress of a Soil

โœ Scribed by A. Alexandrou; R. Earl

Publisher
Elsevier Science
Year
1995
Tongue
English
Weight
179 KB
Volume
61
Category
Article
ISSN
0021-8634

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๐Ÿ“œ SIMILAR VOLUMES

The Relationship among the Pre-compactio
The Relationship among the Pre-compaction Stress, Volumetric Water Content and Initial Dry Bulk Density of Soil
โœ A. Alexandrou; R. Earl ๐Ÿ“‚ Article ๐Ÿ“… 1998 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 218 KB

Pre-compaction can occur as a result of a combination of soil settlement and the effect of field machinery operations and, therefore, provides some insight into the loading history of a soil. By limiting stress to below that which determined the pre-compaction, the risk of further damage to the soil

SWโ€”Soil and Water: In situ Determination
SWโ€”Soil and Water: In situ Determination of Engineering Properties of Soil
โœ D. Rubinstein; S.K. Upadhyaya ๐Ÿ“‚ Article ๐Ÿ“… 2001 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 176 KB

A response surface methodology which employs an orthogonal regression technique and a third-order correction was used to determine in situ engineering properties of an untilled and a tilled Yolo loam soil. The technique employed an elasto-plastic constitutive material model for soil with Drucker Pra

INVESTIGATION OF IMPACT STRESSES INDUCED
INVESTIGATION OF IMPACT STRESSES INDUCED IN LABORATORY DYNAMIC COMPACTION OF SOFT SOILS
โœ THILAKASIRI, H. S.; GUNARATNE, M.; MULLINS, G.; STINNETTE, P.; JORY, B. ๐Ÿ“‚ Article ๐Ÿ“… 1996 ๐Ÿ› John Wiley and Sons ๐ŸŒ English โš– 713 KB

The majority of currently available analytical tools to predict ground stresses due to impact are based on linear springdashpot dynamic models. Although these simple models adequately represent stiff ground possessing linear visco-elastic behaviour, they suffer from two striking limitations when app