2000
DOI: 10.1002/1096-9853(20000810)24:9<739::aid-nag94>3.0.co;2-b
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Consolidation by vertical drains under time-dependent loading

Abstract: SUMMARYA solution for the consolidation by vertical drains under time-dependent loading is presented in this paper. Considering the well resistance and the smear action, the simultaneous basic partial di!erential equations of the consolidation by vertical drains are obtained for the arbitrary loading method. However, the impulse function method cannot be directly applied to obtain the solution. The partial di!erential equations and the solution conditions that satisfy the impulse function method are obtained a… Show more

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Cited by 76 publications
(74 citation statements)
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“…The time-dependent load presented in Eq. (8) is different from previous loads including the constant load [15], the ramp load [34], and the exponential-type load [35]; however, this time-dependent load still has practical meaning, and there is no evidence that previous loads are more rational.…”
Section: Deduction Of the Mathematical Equations For A Special Implicmentioning
confidence: 92%
“…The time-dependent load presented in Eq. (8) is different from previous loads including the constant load [15], the ramp load [34], and the exponential-type load [35]; however, this time-dependent load still has practical meaning, and there is no evidence that previous loads are more rational.…”
Section: Deduction Of the Mathematical Equations For A Special Implicmentioning
confidence: 92%
“…(57) and comparing with Eqs. (10) and (25) it is found that (a) C is unchanged, (b) w is now the sum of two terms w h and w v (w v is as in Eq. (13)), and (c) there is an additional load term h w ; E w from the prescribed pore pressure in the drain.…”
Section: A2 Radial Drainage Including Vacuummentioning
confidence: 99%
“…For r t r r e kðrÞ ¼ k h Barron (1948) N N Y N N Berry and Wilkinson (1969) Zhou et al (1999) N N Y N Y Tang and Onitsuka (2000) Y…”
Section: Governing Equationsmentioning
confidence: 99%