Shear Wave Velocity of Weakly Cemented Silty Sand During Drained and Undrained Triaxial Compression-Reference-Cited by-同舟云学术

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Shear Wave Velocity of Weakly Cemented Silty Sand During Drained and Undrained Triaxial Compression

Published:2012-03-29 Issue: Volume: Page:
ISSN:
Container-title:GeoCongress 2012
language:
Short-container-title:

Author:

Baxter C.D.P.,Sharma M.S.R.

Publisher

American Society of Civil Engineers

Link

http://ascelibrary.org/doi/pdf/10.1061/9780784412121.092

Reference24 articles.

1. Low Strain Dynamic Properties of Artificially Cemented Sand

2. ASTM Standard D698 (2007) "Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Standard Effort " ASTM International West Conshohocken PA.

3. Saturating Laboratory Samples by Back Pressure

4. Sample Preparation of Silts for Liquefaction Testing

5. Study of Geoprocesses with Complementary Mechanical and Electromagnetic Wave Measurements in an Oedometer

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1. Study on Characteristics of Shear Modulus of Zhanjiang Structured Clay During Triaxial Shearing;Geotechnical and Geological Engineering;2020-08-11

2. Evaluation of hyperbolic stress-strain and bulk-modulus model parameters in granular soil mass using seismic surveying;Engineering Geology;2020-03

3. Constitutive model for predicting stress-strain behavior of fine-grained sediments using shear-wave velocity;Marine Georesources & Geotechnology;2019-07-18

4. Wave propagation in assemblies of cemented spheres;AIP Conference Proceedings;2013

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