Abstract
Contact and support
Need help, have a question, or want to contact the ResearchHub team?
© 2026 ResearchHub. Built for responsible scholarly connection.
Jong-Bum Jung, Kang-Il Lee, Jean-Soo Lee
Abstract
Authors
Institutions
No ROR-resolved institution is linked to this work yet.
Provenance
crossref
Confidence 100%
unpaywall
Confidence 95%
datacite
Confidence 0%
No local reference links have been materialized yet.
No local citing links have been materialized yet.
Ko-consolidation of clay with large sand pile”
1970
The empirical evaluation of the coefficient Ko and Kor
10.3208/sandf1960.7.31 · 1967
The performance of foundations on various soils stabilized by the vibro-compaction method.
10.1139/t74-056 · 1974
Earth pressure at rest related to stress history
10.1139/t65-001 · 1965
A field trial of the reinforcing effect of a stone column in soil
10.1680/geot.1975.25.1.31 · 1975
An experimental research of composite ground by direct shear test
1965
Sand compaction pile (the compozer method)
1982
Bearing capacity analysis of composite ground and its application to design
1991
Stability analysis of clay improved with sand piles
1967
Test on stress distribution of composite ground
1970
On characteristics of settlement of ground by improved of vibro-compozer method
1972
Model test on composite ground
1968
Improvement of soft ground by sand compaction piles (compozer method)
1957
A consideration on vibro-compzer method
1962
Analysis of composite ground with stress-strain relation of sand pile
1972
On measure result of stress concentration ratio of composite ground
1967
On applying vibro-compozer method for clay ground
1963
State of the art report on sand compaction pile method
1984
Compressibilty of clayey containing and compaction piles
1982
Stress ratio of a sand pile and cohesive soil in composite ground
1982
A model experiment on share of stresses in composite ground
1983
On stress distribution of composite ground
1977
Simple shear characteristics of composite ground
1983
Unresolved referenced work
1979
No additional external references are available.