Abstract
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Open public full textRights: UNKNOWN · https://www.elsevier.com/tdm/userlicense/1.0/ · Source: journal-auto-sync:external:CROSSREF_ISSN
Xie Kang-he
Abstract
Rights: UNKNOWN · https://www.elsevier.com/tdm/userlicense/1.0/ · Source: journal-auto-sync:external:CROSSREF_ISSN
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Consolidation of soil under time-dependent loading and varying permeability
1958
A non-linear theory of consolidation
10.1680/geot.1965.15.2.161 · 1965
Consolidation of normally consolidated clay
10.1061/jsfeaq.0000790 · 1965
The consolidation of saturated clay with variable permeability and compressibility
10.1680/geot.1969.19.2.234 · 1969
Consolidation of clay and peat with variable properties
10.1061/jsfeaq.0001615 · 1971
The theory of one-dimensional soil consolidation of saturated clays
10.1680/geot.1967.17.3.261 · 1967
The theory of one-dimensional soil consolidation of saturated clays: II Finite non-linear consolidation of thick homogeneous layers
10.1139/t81-030 · 1981
Theory of consolidation for clays
1974
Unresolved referenced work
Kept as external metadata until matched
Limitations of conventional analysis of consolidation settlement
10.1061/(asce)0733-9410(1993)119:9(1333) · 1993
Simultaneous consolidation of contiguous layers of unlike compressible soils
1945
One-dimensional consolidation of layered system
10.1061/jsfeaq.0001453 · 1970
A study on one dimensional consolidation of layered systems
10.1002/nag.1610161104 · 1992
Theory of one dimensional consolidation of double-layered ground and its applications
1994
Theory of one dimensional consolidation of layered soils under variable loading
1995
Theory of one-dimensional consolidation of two-layered soil with partially drained boundaries
10.1016/s0266-352x(99)00012-9 · 1999
No additional external references are available.