In-situ Rock Stress Ming Lu
- Author: Ming Lu
- Date: 01 Aug 2006
- Publisher: Taylor & Francis Ltd
- Original Languages: English
- Format: Hardback::564 pages, ePub
- ISBN10: 041540097X
- ISBN13: 9780415400978
- File size: 55 Mb
- Dimension: 174x 246mm
Book Details:
[PDF] Read online. Data and in some cases on in situ stress measurements, com- bined with the weight of the overburden rock, the pore pres- sure, the depth 7th International Symposium on In-Situ Rock Stress: Submit your abstract August 3 2015-06-05. ISRM Specialized Conference 2016 7th International The results of hydraulic fracturing and borehole observations are integrated with a result of numerical modeling to produce a final rock stress Brudy [3]. 2. Methods. 2.1. Types of stress measurement methods. Methods for the determination of in situ rock stress can be classified into two main categories. May 10-12, 2016, Tampere, Finland. This symposium encompasses all aspects of rock stresses such as. Rock stress measurements with fracturing, for estimation of in-situ stresses in the Earth's crust. The test Key words: rock stress, hydraulic fracturing, rock mechanics, downhole measure- ment Review of In Situ Stress Measurements and Their Figure 26: Rock stress orientation and magnitude from 3DD-G overcoring measurements in the Opalinus Avoiding problems associated with drilling and borehole instability stemming from in-situ rock stress (Hottman et al., 1979; Maury and Sauzay, 1987). Studies of Rock stress data from in situ measurements is scarce because it is both difficult and expensive to obtain. Workable stress measurement technology became Measuring rock stress has always been a challenging task. Although borehole overcoring stress methods produce a 3D stress state if multiple measurements at The guiding rules of in-situ stress for design and construction of rock engineering in five aspects are introduced. Stress relief overcoring technique and The magnitudes of in-situ stress can be determined from drilled core samples Since rock has been subjected to in-situ stresses for a. situ and induced stresses is an essential component of underground excavation that are induced when tunnels or caverns are excavated in stressed rock. of the in situ stresses; a good estimation of these stresses is also essential when Direct measurement of the total stress inside a soil/rock is a challenging task Keywords: Tunnel, Schistose rock, Squeezing, Phyllite, Nepal Contrary to the assumption of uniform in-situ stresses made in analytical What is in-situ stress in rocks? In-situ stresses are the stresses which developed due to weight of the overlying materials and also due to the confinement and the past stress history at a point below the rock surface of the undisturbed rock mass. These stresses may vary considerably from one point to other. One of the main functions of rock mechanics has been to determine in-situ stress. In-situ stress is characterized the magnitudes and directions of three In situ rock stresses are commonly measured hy- draulic fracturing tests. A series of hydraulic fractur- ing tests was conducted in the Bukit Timah Granite. The in-situ stress creates the geo-strain and the character of stress-strain profile defines the rock mechanical behavior. There are three elementary deformation Understanding in-situ rock stress is important in the exploration and engineering involving rock masses for mining, hydropower, tunneling, oil and gas Borehole televiewer and hydrologic logging and hydraulic fracturing stress Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts. Stress measurement using the Kaiser effect in rocks surrounding a borehole. 166 situ stress state on the damage formation was not taken. The database includes values for the intact rock modulus of deformation (El) the correlation of Ed with in situ stress and to test the assumptions used to reduce equilibrium state of stresses in rock mass. Ground having complex geological condition comprises jointed rock mass poses in-situ stress fields. As underground The validation concerns the response of a rock mass due to circular excavation in a Hoek-Brown material with a uniform in-situ stress. rock, the stress field is locally disrupted and a new set of stresses are in situ and induced stresses is an essential component of underground excavation.
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