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2008 1

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FE analysis 1

FORTRAN programming 1

Terzaghi and Peck’s approach 1

Terzaghi ’ 1

cohesionless stratified soil 1

different 1

magnitude 1

model test 1

pre-consolidation 1

seepage failure by heave 1

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One-dimensional consolidation of over-consolidated soil under time-dependent loading

XIE Kanghe, WANG Kun, CHEN Guohong, HU Anfeng

Frontiers of Structural and Civil Engineering 2008, Volume 2, Issue 1,   Pages 67-72 doi: 10.1007/s11709-008-0009-7

Abstract: It is shown that, unlike this described by traditional Terzaghi’s consolidation theory, the rate of excess

Keywords： different     FORTRAN programming     Terzaghi ’     pre-consolidation     magnitude    

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Seepage failure by heave in sheeted excavation pits constructed in stratified cohesionless soils

Serdar KOLTUK, Jie SONG, Recep IYISAN, Rafig AZZAM

Frontiers of Structural and Civil Engineering 2019, Volume 13, Issue 6,   Pages 1415-1431 doi: 10.1007/s11709-019-0565-z

Abstract: is shown that the evaluation of base stabilities of excavation pits against seepage failure by using Terzaghimodels with various dimensions and ground conditions, and a comparison between the results obtained from Terzaghi

Keywords： seepage failure by heave     cohesionless stratified soil     model test     Terzaghi and Peck’s approach     FE analysis    

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Title Author Date Type Operation

One-dimensional consolidation of over-consolidated soil under time-dependent loading

XIE Kanghe, WANG Kun, CHEN Guohong, HU Anfeng

Journal Article

Seepage failure by heave in sheeted excavation pits constructed in stratified cohesionless soils

Serdar KOLTUK, Jie SONG, Recep IYISAN, Rafig AZZAM

Journal Article