1999
DOI: 10.1144/gsl.sp.1999.159.01.01
|View full text |Cite
|
Sign up to set email alerts
|

Advances in borehole imaging technology and applications

Abstract: Borehole imaging devices are currently available for both wireline and loggingwhile-drilling (LWD) environments for use in both openhole and cased wells. Most wireline, and all LWD devices provide indirect images that are derived from a high-density grid of electrical or ultrasonic acoustic measurements. Optical techniques, such as television and photography, provide direct images of the borehole. Imaging devices consist of (1) a rotating sensor (acoustic or electrical) that scans the borehole with each revolu… Show more

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
1
1
1
1

Citation Types

0
18
0
1

Year Published

2010
2010
2022
2022

Publication Types

Select...
4
4
2

Relationship

0
10

Authors

Journals

citations
Cited by 63 publications
(24 citation statements)
references
References 143 publications
0
18
0
1
Order By: Relevance
“…These logs provide information on lithological and structural features, hori-37 zontal in-situ stress orientations (Prensky, 1999;Poppelreiter et al, 2010) and 38 also provide direct inputs for geomechanical models aimed at evaluating bore- e.g. 0.56 inch (14 mm) di↵erence at X300 m and 1.5 inch (38 mm) at X650 m.…”
mentioning
confidence: 99%
“…These logs provide information on lithological and structural features, hori-37 zontal in-situ stress orientations (Prensky, 1999;Poppelreiter et al, 2010) and 38 also provide direct inputs for geomechanical models aimed at evaluating bore- e.g. 0.56 inch (14 mm) di↵erence at X300 m and 1.5 inch (38 mm) at X650 m.…”
mentioning
confidence: 99%
“…Hydraulic Fracturing (HF), including leak-off tests, is the most common technique for measuring the σhmin magnitudes while drilling [37] if σhmin is vertical but no method alone can reliably measure the σHMAX. σHMAX can be estimated using a formula proposed by Hubert and Willis (1957) [38].…”
Section: Magnitude Of the In Situ Principal Stressesmentioning
confidence: 99%
“…Borehole wall images can be quickly obtained and joints parameter information can be accessed by calculating. Based on this technology, Digital Panoramic Borehole Camera System (DPBCS) as shown in Fig.1 was successfully developed by Institute of Rock and Soil Mechanics, Chinese Academy of Sciences in 1998 [4,5]. Electronic technology, video technology, digital technology and computer technology are used in this system which records and analyzes a situ video of borehole wall from a panoramic perspective.…”
Section: Joint Acquisition and Statistical Analysis Digital Borehole mentioning
confidence: 99%