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Considering the effect of discontinuities in prediction of end bearing capacity of rock socketed shafts
L. Zhang
Civil and Architectural Engineering and Mechanics
Research output
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Contribution to conference
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Paper
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peer-review
1
Scopus citations
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Dive into the research topics of 'Considering the effect of discontinuities in prediction of end bearing capacity of rock socketed shafts'. Together they form a unique fingerprint.
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Engineering
Accurate Prediction
25%
Axial Loading
25%
Bearing Capacity
100%
Bearing Resistance
25%
Compressive Strength
50%
Developed Database
25%
End Bearing
100%
Intact Rock
100%
Optimal Design
25%
Rock Mass
50%
Keyphrases
Axial Loading
14%
End Bearing Resistance
14%
Intact Rock
42%
Intact Rock Properties
14%
Prediction Accuracy
14%
Qmax
100%
Rock Block
14%
Rock Discontinuities
14%
Rock Mass
14%
Rock Mass Strength
14%
Rock Quality Designation
28%
Rock-socketed Shafts
100%
Ultimate Bearing Capacity
100%
Unconfined Compressive Strength
28%
Earth and Planetary Sciences
Bearing Capacity
100%
Compressive Strength
100%
Rock Block
50%
Rock Property
50%
Rock Quality Designation
100%