๐”– Bobbio Scriptorium
โœฆ   LIBER   โœฆ

Numerical method to determine soil stiffness by cyclic load

โœ Scribed by M. Parvizi; M. A. Qafari


Book ID
113079628
Publisher
Springer
Year
2012
Tongue
English
Weight
259 KB
Volume
48
Category
Article
ISSN
0038-0741

No coin nor oath required. For personal study only.


๐Ÿ“œ SIMILAR VOLUMES


Numerical model for unsaturated sandy so
โœ Hanbing Bian; Isam Shahrour ๐Ÿ“‚ Article ๐Ÿ“… 2009 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 622 KB

This paper includes a presentation of a numerical model for the description of the behavior of unsaturated sandy soils under cyclic loading with particular attention for liquefaction. The model is developed within the framework of the theory of Biot and the formulation of Coussy. It is also based on

Splitting tension tests to determine con
โœ Sungchul Yang; Tianxi Tang; Dan G. Zollinger; Ashok Gurjar ๐Ÿ“‚ Article ๐Ÿ“… 1997 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 806 KB

An experimental program confirms that the peak-load method can be successfully applied to splitting tension tests to determine fracture parameters KSc and CTOD c of the two-parameter fracture model from the measured peak loads. The peak-load method requires distinct specimens. It is found that a hol