有限元強(qiáng)度折減法-資料下載頁(yè)
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【正文】 pes. Ge 194。otechnique 24, No. 4, 531559:[2]Taylor, D. W. (1937). Stability of earth slopes. J. Boston Soc. Civ. Eng. 24, 197246:[3]Zienkiewicz, O. C., Humpheson, C. amp。 Lewis, R. W.(1975). Associated and nonassociated viscoplasticityand plasticity in soil mechanics. Geotechnique 25,671689:[4]Griffiths, D. V. (1980). Finite element analyses of walls, footings and slopes. PhD thesis, University of Manchester.[5]Bishop, A. W. amp。 Morgenstern, N. R. (1960). Stability coefficients for earth slopes. Geotechnique 10, 129150:[6] Griffiths, D. V. (1989). Computation of collapse loads in geomechanics by finite elements. Ing Arch 59, 237244:[7] Potts, D. M., Dounias, G. T. amp。 Vaughan, P. R. (1990). Finite element analysis of progressive failure of Carsington embankment. Ge 194。otechnique 40, No. 1, 79102:[8] Matsui, T. amp。 San, . (1992). Finite element slope stability analysis by shear strength reduction technique. Soils Found. 32, No. 1, 5970:[9]Griffiths D V,Lane P A Slope stability analysis by finite elements [J] .Geotechnique, 1999, 49( 3): 387403.[10] 鄭穎人等, 邊坡穩(wěn)定分析的一些進(jìn)展 地下空間, 2001(04) [11] 鄭穎人, 趙尚毅與張魯渝, 用有限元強(qiáng)度折減法進(jìn)行邊坡穩(wěn)定分析 中國(guó)工程科學(xué), 2002(10) [12] 趙尚毅, 鄭穎人與鄧衛(wèi)東, 用有限元強(qiáng)度折減法進(jìn)行節(jié)理巖質(zhì)邊坡穩(wěn)定性分析 巖石力學(xué)與工程學(xué)報(bào), 2003(02) [13] 趙尚毅等, 用有限元強(qiáng)度折減法求邊坡穩(wěn)定安全系數(shù) 巖土工程學(xué)報(bào), 2002(03) [14] 鄭穎人與趙尚毅, 有限元強(qiáng)度折減法在土坡與巖坡中的應(yīng)用. 巖石力學(xué)與工程學(xué)報(bào), 2004(19).[15] Bishop, A. W. (1955). The use of the slip circle in the stability analysis of slopes. Geotechnique 5, No. 1, 717:
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