• Ei tuloksia

Aalto University School of Engineering

N/A
N/A
Info
Lataa
Protected

Academic year: 2022

Jaa "Aalto University School of Engineering"

Copied!
1
0
0

Kokoteksti

(1)

Aalto University School of Engineering

GEO-E2030 ROCK MECHANICS Exam 2021-12-22

Part 2 Calculations

Do the calculations on paper, take a photo of each page and upload them to MyCourses. Your answer shall contain the intermediate steps needed for understanding how the calculations are performed.

Only handwritten answers are allowed. Do not include any captured pictures or text in your files. Total max of Part 2 is 40 points.

Upload your files in time, the deadline is a hard one, 22 December 2021, at 15:30

Check that you produce readable pictures, use dark colored pen rather than light grey pencil.

During the exam you can use any material you like but shall not be assisted by another person.

Aalto University Examination Guidelines and Aalto information systems usage policies applies also to remote exams!

1) A stope with rectangular cross-section, with vertical walls and horizontal roof is planned in 600 m depth. The stope width is 18 m, height 27 m and length 60 m. The rock is gabbro-type, coarse grained with density of 3000 kg/m3. The in-situ horizontal/vertical stress ratio is 2 and the longitudinal axis of the stope is to direction 050 (approximately to north-east, NE). There are three joint sets (dip direction/dip):

045/20 130/60 270/50

Joint surfaces are planar, rough and slightly altered. Joint spacing is about 0.5 m and joint length is 2 - 5 m. Only minor local groundwater inflow has been observed. The RQD is 90%. The UCS for intact rock samples is 125 MPa.

Estimate the stability of roof and sidewalls with Stability Graph -method. In this case, you can omit the short endwalls of the stope.

Design cablebolting for roof and sidewalls if needed.

(30 p) 2) The main ramp of a mine intersects perpendicularly 1 m wide, vertical, clay containing weakness zone at 600 m depth. Within the weakness zone, the rock surface is moist, but not dripping. The ramp is 6 m wide and 5 m high. The properties of the surrounding rock are same as described in previous question.

Design the reinforcement with applicable design method for this location.

(10 p)

Viittaukset

LIITTYVÄT TIEDOSTOT

awkward to assume that meanings are separable and countable.ra And if we accept the view that semantics does not exist as concrete values or cognitively stored

As a means of applying his theory to natural language Davidson offers radical interpretation, an extension of truth theory, which attaches the theory empirically

Indeed, while strongly criticized by human rights organizations, the refugee deal with Turkey is seen by member states as one of the EU’s main foreign poli- cy achievements of

Jyväskylä University School of Business and Economics is a full service Business School with vivid educational activities (Bachelor, Master, Doctoral), research, and

Titin is a sarcomeric protein connecting the Z-disk with the M-line and is associated with striated muscle development, structure, function and cell

This study focused on starchy extrudates with added rye bran of two different particle sizes (coarse: 440 m m and fine: 28 m m) and showed that up to 30% of fine rye bran could be

Figure 1 shows the IS-TR model in a case where the output gap is zero and the interest rate matches the target rate of the central bank..

Yunis Alam is a lecturer in the School of Social and International Studies at the University of Bradford, with teaching and research interests in qualitative research methods,