Acoustic properties play an important role in the identification of natural gas hydrate resources, the estimation of their potential yield and the evaluation of soil stabilisation during exploration. Physical properties, such as hydrate saturation, porosity and clay content, are dominant factors that affect the acoustic properties of sediments. When considering these properties, the modified Biot–Gassmann theory of Lee (BGTL), the effective-medium theory (EMT) and the Frenkel–Gassmann equation (FG) are adopted to show the characteristics of compressional and shear wave velocities due to variation of the physical properties of different sediments. The results show that hydrate saturation has the highest sensitivity in the three models, followed by the porosity and clay content. To evaluate the applicability of different models, the data from two case studies are compared – actual survey data from the site995 stations and 2L-38 logging. The results indicate that the BGTL and EMT models are more suitable for hydrate-bearing sediments with a hydrate saturation less than 10%, a clay content of 50–70% and a porosity of 60–70%, while the FG model is more suitable for hydrate-bearing sediments with a hydrate saturation of 30–70%, a clay content of 30–60% and a porosity of 30–50%.
Article navigation
14 June 2022
Research Article|
February 18 2020
A case study on the applicability of elastic velocity models to hydrate-bearing sediments Available to Purchase
Shengbiao Liu, MSc
;
Shengbiao Liu, MSc
PhD student
School of Geosciences, China University of Petroleum (East China), Qingdao, China
Search for other works by this author on:
Qingsheng Meng, PhD
College of Environmental Science and Engineering, Ocean University of China, Qingdao, China; Shandong Provincial Key Laboratory of Marine Environment and Geological Engineering, Qingdao, China
(corresponding author: qingsheng@ouc.edu.cn)
Search for other works by this author on:
(corresponding author: qingsheng@ouc.edu.cn)
Publisher: Emerald Publishing
Received:
February 26 2019
Accepted:
November 04 2019
ICE Publishing: All rights reserved
2022
Environmental Geotechnics (2022) 9 (4): 223–232.
Article history
Received:
February 26 2019
Accepted:
November 04 2019
Citation
Liu S, Meng Q (2022), "A case study on the applicability of elastic velocity models to hydrate-bearing sediments". Environmental Geotechnics, Vol. 9 No. 4 pp. 223–232, doi: https://doi.org/10.1680/jenge.19.00064
Download citation file:
Suggested Reading
Predicting required time for stabilising Norwegian quick clays by potassium chloride
Environmental Geotechnics (July,2018)
Evolution of stabilised creeping landslides
Geotechnique (June,2012)
A subgrade reaction solution for piles to stabilise landslides
Geotechnique (February,2011)
Characteristics of gas hydrate reservoir from resistivity image in the Shenhu area, China
Environmental Geotechnics (January,2020)
Related Chapters
On horizontal variability in lime-cement columns in deep mixing
Risk and Variability in Geotechnical Engineering
Ground improvement: the interaction of engineering science and experience-based technology
Ground and Soil Improvement
Slope stability and embankment dams
The Essence of Geotechnical Engineering: 60 years of Géotechnique
Recommended for you
These recommendations are informed by your reading behaviors and indicated interests.
