Creep Property Experimental Research of Offshore Unconsolidated Sand Reservoir

Article Preview

Abstract:

Unconsolidated sandstone is a kind of formation with low strength and large deformation property. Deeper unconsolidated sand formations have larger geostress and perform the plastic and rheological characteristics. After the borehole has been drilled into, this kind of sandstone will creep, which will cause some problems such as pipe stuck and casing deformation failure etc. Therefore, creep parameters of unconsolidated sandstone are critical for designing drilling fluid density and choosing casing material. Through indoor experiments, creep data of unconsolidated sandstone from Zhujiang group of X oil field in the west of South China Sea was get. The experiments results indicate that creep law of this sandstone conforms to Nishihara’s model, and the creep parameters were calculated based on experiments data. According to Nishihara’s model, using numerical simulation method, this paper analyzes the relationship of sandstone creep shrinkage rate with time of Zhujiang group reservoir sandstone and determines the drilling fluid density that ensures the safety of horizontal wells drilling, which has guiding significance for well design and drilling.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

422-426

Citation:

Online since:

September 2014

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2014 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] Junwei Li, Hongbo Yang. Missan oilfield salt-gypsum rocks directional drilling safety study [J]. Journal of Yangtze university, 2013, 10 (16) : 125-126. (In Chinese).

Google Scholar

[2] Zhongting Zhang, Jujian Luo. Study on creep properties of rock under step load [J]. Rock Mechanics and Engineering, 2004, 23 (2): 218-222. (In Chinese).

Google Scholar

[3] Tinggen Liu, Zhichuan Guan. Drilling engineering theory and technology [M] Beijing: Petroleum University Press, 2000. (In Chinese).

Google Scholar

[4] Maoyan Hu, Wenbin Yin. Analyses on Calculation Methods of Rheological Parameters of Drilling Fluid and Optimization of Rheological Model [J]. Exploration Engineering (Rock excavation works), 2004 (7): 27 - 31. (In Chinese).

Google Scholar

[5] Bo Tao, Faquan Wu. Flexibility of visco-elastoplastic model to rheological characteristics of rock and solution of rheological parameter [J]. Rock Mechanics and Engineering, 2005, 24 (17) : 3166-3170. (In Chinese).

Google Scholar

[6] Yan Yan, Sijing Wang, Enzhi Wang. Creep equation of variable parameters based on Nishihara model [J]. Rock and Soil Mechanics, 2010, 10 (31) : 3025-3035. (In Chinese).

Google Scholar