| Article ID | Journal | Published Year | Pages | File Type |
|---|---|---|---|---|
| 4744378 | Engineering Geology | 2010 | 10 Pages |
Abstract
⺠Two new correlations were also developed to predict constrained modulus from the corrected cone tip resistance and the net cone tip resistance. ⺠The comparison clearly showed that the predicted constrained modulus using the proposed two correlations agreed well with the measured constrained modulus for the site of K54+850 at Huaiyan Expressway. ⺠It would seem that use of pore pressure parameter as a substitute for in situ void ratio leads to an improvement in the small strain shear modulus predictions for Lixia River lagoon soils. ⺠The stress-strain-strength response of clays was evaluated by the maximum shear stiffness.
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Geotechnical Engineering and Engineering Geology
Authors
Guojun Cai, Songyu Liu, Liyuan Tong,