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Two direct methods of testing that can be done are laboratory tests and in-situ tests. There are also indirect methods of testing which involve correlations and estimations that are obtained by analyzing field observations. The data these testing methods provide are crucial for the design, structure
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Before any work begins, the construction site must be investigated properly to inform of the geological conditions of the site. Field observations, deep drilling, and geophysical surveys, can all give necessary information to develop a safe construction plan and create a site geological model. The
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is a technique that consists of drilling through the ground in various areas at various depths, to get a better understanding of the sites geology. Boreholes must be spaced properly from one another and drilled deep enough to provide accurate information for the geological model. Samples from the
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The first step of the investigation is the collection of maps and aerial photos to analyze. This can provide information about potential sinkholes, landslides, erosion, etc. Maps can provide information on the rock type of the site, geological structure, and boundaries between bedrock units.
120:
to the design of structures built in or on rock. The structure could include many objects such as a drilling well, a mine shaft, a tunnel, a reservoir dam, a repository component, or a building. Rock mechanics is used in many engineering disciplines, but is primarily used in Mining, Civil,
195:
Understanding the strength of a rock mass is difficult but necessary for ensuring the safety of anything built on or around it, and it all depends on different factors the rock mass faces, such as the environmental conditions, size of the mass, and how discontinued it might be.
174:
Intact rocks and discontinuities can be tested in the laboratory through running small-scale experiments to gather empirical data, however rock masses require some larger-scale field measurements rather than laboratory work due to their more complex nature.
178:
Laboratory tests provide both classification and characterization of the rock as well as a determination of what rock properties will be used in the engineering design. Examples of some of these laboratory tests include:
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tests. In-situ tests, which is when the rock being studied is subjected to a heavy load and then being watched to see if it deforms, provides an insight into what impacts a rock masses' strength and stability.
124:
Rock mechanics answers questions such as, "is reinforcement necessary for a rock, or will it be able to handle whatever load it is faced with?" It also includes the design of reinforcement systems, such as
163:
Testing the properties of a rock is essential to understand how stable or unstable it is. Rock mechanics involves 3 categories of testing methods: tests on intact rocks,
550:
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level of investigation conducted at this site depends on factors such as budget, time frame, and expected geological conditions.
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borehole are investigated and factors such as rock type, degree of weathering, and types of discontinuities are all recorded.
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concerned with the response of rock and rock masses to the force fields of their physical environment.
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is a theoretical and applied science of the mechanical behavior of rocks and rock masses.
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Rock
Mechanics and Engineering Volume 4: Excavation, Support and Monitoring
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Coates, D F. (1981) "Rock
Mechanics Principles." Canada: Monograph 874.
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Rock mechanics is concerned with the application of the principles of
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Engineering rock mechanics an introduction to the principles
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Geotechnical, Transportation, and
Petroleum Engineering.
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and research of rock mechanics and rock engineering.
503:(2nd ed.). London: CRC Press. pp. 367–393.
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Rock mechanics is part of a much broader subject of
478:(2nd ed.). London: CRC Press. pp. 3–66.
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343:(1st ed.). Oxford: Elsevier. pp. 1–9.
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419:Rock Mechanics Through Project-Based Learning
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299:Rock Mechanics Through Project-Based Learning
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549:: CS1 maint: multiple names: authors list (
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54:technique being used to reinforce a rock.
264:. Dordrecht: Springer Netherlands. 2004.
25:Compared to geology, it is the branch of
16:Study of the mechanical behavior of rocks
452:
415:
339:Harrison, John P.; Hudson, John (1997).
295:
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57:
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31:
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261:Rock Mechanics for underground mining
523:Jaeger, Cook, and Zimmerman (2008).
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473:
826:List of tectonic plate interactions
100:in New York City's East Side Access
13:
14:
1296:
1244:
1243:
69:supporting a multilane roadway,
526:Fundamentals of Rock Mechanics
501:Rock Mechanics and Engineering
492:
476:Rock Mechanics and Engineering
332:
1:
416:Gratchev, Ivan (2019-10-23).
296:Gratchev, Ivan (2019-10-23).
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104:
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7:
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133:Assessing the Project Site
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911:Thick-skinned deformation
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422:(1 ed.). CRC Press.
372:. CRC Press. 2017-05-18.
302:(1 ed.). CRC Press.
270:10.1007/978-1-4020-2116-9
43:from which it is derived.
916:Thin-skinned deformation
692:Stereographic projection
529:. Blackwell Publishing.
221:Slope stability analysis
216:Rock mass classification
211:Geotechnical engineering
682:Orthographic projection
665:Measurement conventions
611:Lamé's stress ellipsoid
499:Feng, Xia-Ting (2017).
474:Feng, Xia-Ting (2017).
183:tests, hardness tests,
101:
90:
78:
55:
44:
1193:Paleostress inversion
886:Strike-slip tectonics
756:Extensional tectonics
736:Continental collision
606:Deformation mechanism
428:10.1201/9780429278839
308:10.1201/9780429278839
118:engineering mechanics
96:
84:
61:
50:
35:
771:Fold and thrust belt
226:Rock mass plasticity
1203:Section restoration
1079:Rock microstructure
741:Convergent boundary
641:Strain partitioning
626:Overburden pressure
616:Mohr–Coulomb theory
206:Engineering geology
1285:Mining engineering
1180:Kinematic analysis
836:Mountain formation
751:Divergent boundary
716:Accretionary wedge
592:Structural geology
102:
91:
79:
56:
45:
1257:
1256:
1188:3D fold evolution
1074:Pressure solution
1069:Oblique foliation
949:Exfoliation joint
939:Columnar jointing
599:Underlying theory
437:978-0-429-27883-9
387:978-1-315-70812-6
317:978-0-429-27883-9
279:978-1-4020-2064-3
231:Slope mass rating
167:and rock masses.
1292:
1247:
1246:
992:Detachment fault
987:Cataclastic rock
921:Thrust tectonics
891:Structural basin
866:Pull-apart basin
806:Horst and graben
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189:tensile strength
85:Illustration of
63:Reinforced Earth
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1002:Fault mechanics
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677:Inclinometer
651:Stress field
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127:rock bolting
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111:geomechanics
108:
52:Rock bolting
24:
19:
18:
1198:Paleostress
1084:Slickenside
1059:Crenulation
1012:Fault trace
1007:Fault scarp
997:Disturbance
982:Cataclasite
871:Rift valley
791:Half-graben
761:Fault block
746:DĂ©collement
150:Creating a
1264:Categories
1226:Pure shear
1213:Shear zone
1170:Competence
1054:Compaction
931:Fracturing
726:Autochthon
721:Allochthon
237:References
187:tests and
129:patterns.
105:Background
1275:Petrology
1162:Boudinage
1142:Monocline
1137:Homocline
1117:Anticline
1099:Tectonite
1089:Stylolite
1064:Fissility
1041:lineation
1037:Foliation
901:Syneclise
846:Obduction
816:Inversion
708:tectonics
545:cite book
446:242572528
326:242572528
146:Boreholes
71:Sveti Rok
41:granitoid
27:mechanics
1249:Category
1221:Mylonite
1152:Vergence
1147:Syncline
1049:Cleavage
974:Faulting
200:See also
152:borehole
98:Sandhogs
1122:Chevron
1109:Folding
954:Fissure
906:Terrane
851:Orogeny
831:MĂ©lange
766:Fenster
656:Tension
159:Methods
75:Croatia
67:gabions
896:Suture
881:Saddle
821:Klippe
786:Graben
646:Stress
636:Strain
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347:
324:
314:
276:
1231:Shear
959:Joint
841:Nappe
801:Horst
796:Horse
442:S2CID
322:S2CID
185:creep
65:with
1132:Dome
1039:and
964:Vein
944:Dike
876:Rift
687:Rake
551:link
531:ISBN
505:ISBN
480:ISBN
432:ISBN
382:ISBN
345:ISBN
312:ISBN
274:ISBN
37:Grus
424:doi
374:doi
304:doi
266:doi
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Text is available under the Creative Commons Attribution-ShareAlike License. Additional terms may apply.