A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Study on the Excess Pore-Water Pressure during Soil Consolidation
Based on the 1-D Terzaghiconsolidation theory, formula to computing pore-water pressure during soil consolidation in several cases of practical engineering are put forward. Codes in Mathematica@ are developed to computing excess pore-water pressure, which have multi-functionaluser interfaces. By dimensionless method, influence on pore-water pressure dissipation by some factors, such as Tv, ub,ua, computing point of depth z/h, is discussed and some useful conclusions are obtained.
Study on the Excess Pore-Water Pressure during Soil Consolidation
Based on the 1-D Terzaghiconsolidation theory, formula to computing pore-water pressure during soil consolidation in several cases of practical engineering are put forward. Codes in Mathematica@ are developed to computing excess pore-water pressure, which have multi-functionaluser interfaces. By dimensionless method, influence on pore-water pressure dissipation by some factors, such as Tv, ub,ua, computing point of depth z/h, is discussed and some useful conclusions are obtained.
Study on the Excess Pore-Water Pressure during Soil Consolidation
Guo, Qilin (author) / Qiao, Shifan (author) / Sun, Xiao (author) / Wang, Lu (author)
International Conference On Civil Engineering And Urban Planning 2012 ; 2012 ; Yantai, China
2012-07-25
Conference paper
Electronic Resource
English
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