Skip to main navigation
Skip to search
Skip to main content
University of Arizona Home
Home
Profiles
Departments and Centers
Scholarly Works
Activities
Grants
Datasets
Prizes
Search by expertise, name or affiliation
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
:
Contribution to conference
›
Paper
›
peer-review
1
Scopus citations
Overview
Fingerprint
Fingerprint
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.
Sort by
Weight
Alphabetically
Engineering
Bearing Capacity
100%
Intact Rock
100%
End Bearing
100%
Rock Mass
50%
Compressive Strength
50%
Axial Loading
25%
Accurate Prediction
25%
Optimal Design
25%
Bearing Resistance
25%
Developed Database
25%
Keyphrases
Ultimate Bearing Capacity
100%
Qmax
100%
Rock-socketed Shafts
100%
Intact Rock
42%
Unconfined Compressive Strength
28%
Rock Quality Designation
28%
Rock Mass
14%
Rock Mass Strength
14%
Prediction Accuracy
14%
Axial Loading
14%
Rock Block
14%
End Bearing Resistance
14%
Rock Discontinuities
14%
Intact Rock Properties
14%
Earth and Planetary Sciences
Compressive Strength
100%
Bearing Capacity
100%
Rock Quality Designation
100%
Rock Property
50%
Rock Block
50%