Analysis of Coral Reef Rock Mass Integrity Based on RMDI Method

Article Preview

Abstract:

At present, relatively few drilling surveys have been conducted on coral reefs, and comprehensive geological info on coral reefs is difficult to obtain. However, research of coral reef is of great importance to our development and exploitation of maritime resources. The survey of Chenhang Island in Paracel (Xisha) Islands saw China’s first usage of digital borehole camera technology, which resulted in a large amount of first-hand geological data. We have utilized the rock mass integrity index (RMDI) method in our analysis of coral reef integrity, and with reference to the rock mass classification standard, formulated the correlation between RMDI values and coral reef intactness, enabling the engineering evaluation of coral reef integrity. Through statistical analysis of camera data gathered along the CK2 borehole’s approx. 1km length, we performed an integrity evaluation of the entire borehole length using the RMDI classification, and created a coral reef stratum development diagram which is consistent with the actual cores. The results indicate: (1) the classification system based on RMDI is feasible in the integrity evaluation of coral reefs; (2) the coral reef integrity values obtained using the RMDI method are accurate; (3) borehole camera survey and statistical analysis are of great utility in the study of coral reefs.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

641-650

Citation:

Online since:

July 2014

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2014 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] Wei, X., Jia, C., and Meng, W., Dolomitization Characteristics of Carbonate Rock in Xisha Islands and Its Formation: A Case Study of Well Xichen-1, Journal of Jilin University (Earth Science Edition), 2008, 38(2), p.217–224.

Google Scholar

[2] Prensky, S. E., Advances in borehole imaging technology and application, Borehole Imaging: Applications and Case Histories, London, Geological Society, 1999, p.1–43.

DOI: 10.1144/gsl.sp.1999.159.01.01

Google Scholar

[3] John,H., and Carole, D., Acoustic and optical borehole-wall imaging for fractured-rock aquifer studies, Journal of Applied Geophysics, 2004, 55: 151-159.

DOI: 10.1016/j.jappgeo.2003.06.009

Google Scholar

[4] Wang, C., Ge, X., and Bai, S., The digital panoramic borehole camera system and its application, Rock and Soil Mechanics, 2001, 22(4), p.522–525.

Google Scholar

[5] Wang, C., Hu, P., and Sun, W., Method for evaluating rock mass integrity based on borehole camera technology, Rock and Soil Mechanics, 2010, 31(4), p.1326–1330.

Google Scholar

[6] Ministry of Construction of the People's Republic of China, GB50021-2001, Code for investigation of geotechnical engineering, Beijing, China Architecture & Building Press.

Google Scholar

[7] Ministry of Railways of the People's Republic of China, 1996, TBJ12-85, Technical code of railroad engineering geology, Beijing, China Railway Press.

Google Scholar

[8] Ministry of Water Resources of the People's Republic of China, GB50287-2006, Code of engineering geological survey, Beijing, China Planning Press.

Google Scholar

[9] Ministry of Geology & Mineral Resources of the People's Republic of China, ZBD14003-89, Code of engineering geological survey, Beijing, Ministry of Geology & Mineral Resources of the People's Republic of China.

DOI: 10.31035/cg2018097

Google Scholar

[10] Ministry of Water Resources of the People's Republic of China, GB50218-94, Standard for engineering classification of rock masses, Beijing, Ministry of Water Resources of the People's Republic of China.

Google Scholar