Abstract:Bathe algorithm converts the locating of the phreatic surface to a nonlinear constitutive problem. And the implication of Signorini condition can simulate a seepage face as a head-fixed boundary through iterative calculation. Because an unsaturated seepage problem is also a nonlinear flow problem,the implication of Bathe algorithm and Signorini condition makes it possible to model both saturated and unsaturated seepage problems with a unified method by a minimal modification to an ordinary finite element method,and avoiding solving a variational inequality system. The followings are discussed mainly:(1) the improvements of Bathe algorithm in converge and its generalized form in a three-dimensional model;(2) the implement of the switching algorithm of Signorini condition to solving seepage problems;and (3) the under-relaxation scheme to improve the mass conservation and converge properties when an unsteady unsaturated problem is solved. Finally,some numerical examples are solved to evaluate the applicability of the proposed method;and the results are compared with those available in the literature.
[1] LAM L,FREDLUND D G,BARBOUR S L. Transient seepage model for saturated-unsaturated soil systems:a geotechnical engineering approach[J]. Canadian Geotechnical Journal,1987,24(4):565–580.
[2] HUYAKORN P S,THOMAS S D,THOMPSON B M. Techniques for making finite elements competitive in modeling flow in variably saturated porous media[J]. Water Resources Research,1984,20(8):1 099–1 115.
[3] BATHE K J,KHOSHGOFTAAR M R. Finite element free surface seepage analysis without mesh iteration[J]. International Journal for Numerical and Analytical Methods in Geomechanics,1979,3(1):13–22.
[4] DESAI C S,LI G C. A residual flow procedure and application for free surface flow in porous media[J]. Advances in Water Resources,1983,6(1):27–35.
[5] 张有天,陈 平,王 镭. 有自由面渗流分析的初流量法[J]. 水利学报,1988,19(8):18–26.(ZHANG Youtian,CHEN Ping,WANG Lei. Initial flow method for seepage analysis with free surface[J]. Journal of Hydraulic Engineering,1988,19(8):18–26.(in Chinese))
[6] LACY S J,PREVOST J H. Flow through porous media:a procedure for locating the free surface[J]. International Journal for Numerical and Analytical Methods in Geomechanics,1987,11(6):585–601.
[7] 王 媛. 求解有自由面渗流问题的初流量法的改进[J]. 水利学报,1998,29(3):69–74.(WANG Yuan. The modified initial flow method for 3D unconfined seepage computation[J]. Journal of Hydraulic Engineering,1998,29(3):68–74.(in Chinese))
[8] LARABI A,SMEDT F D E. Numerical solution of 3D groundwater flow involving free boundaries by a fixed finite element method[J]. Journal of Hydrology,1997,201(1/4):161–182.
[9] 郑 宏,戴会超,刘德富. 改进的有自由面渗流问题的Bathe算法. 岩土力学,2005,26(4):505–512.(ZHENG Hong,DAI Huichao,LIU Defu. Improved Bathe?s algorithm for seepage problems with free surfaces[J]. Rock and Soil Mechanics,2005,26(4):505–512.(in Chinese))
[10] ZHENG H,LIU D F,LEE C F,et al. A new formulation of Signorini?s type for seepage problems with free surfaces[J]. International Journal for Numerical Methods in Engineering,2005,64(1):1–16.
[11] AITCHISON J M,POOLE M W. A Numerical Algorithm for the solution of signorini problems[J]. Journal of Computational and Applied Mathematics,1998,94(1):55–67.
[12] GENUCHTEN M T V. A closed-form equation for predicting the hydraulic conductivity of unsaturated soils[J]. Science Society of America Journal,1980,44(5):891–898.
[13] FREDLUND D G,ANQING X,SHANGYAN H. Predicting the permeability function for unsaturated soils using the soil-water characteristic curve[J]. Canadian Geotechnical Journal,1994,31(4):533–546.
[14] GARDNER W R. Some steady-state solutions of the unsaturated moisture flow equation with application to evaporation from a water table[J]. Soil Science,1958,85(4):228–232.
[15] PHOON K K,TAN T S,CHONG P C. Numerical simulation of richards equation in partially saturated porous media:under-relaxation and mass balance[J]. Geotechnical and Geological Engineering,2007,25(5):525–541.
[16] KAZEMZADEH-PARSI M J,DANESHMAND F. Unconfined seepage analysis in earth dams using smoothed fixed grid finite element method[J]. International Journal for Numerical and Analytical Methods in Geomechanics,2011,36(6):780–797.
[17] BARDET J P,TOBITA T. A practical method for solving free-surface seepage problems[J]. Computers and Geotechnics,2002,29(6):451–475.
[18] BORJA R I,KISHNANI S S. On the solution of elliptic free-boundary problems Via Newton?s method[J]. Computer Methods in Applied Mechanics and Engineering,1991,88(3):341–361.
[19] LEE K K,LEAP D I. Simulation of a free-surface and seepage face using Boundary-fitted coordinate system method[J]. Journal of Hydrology,1997,196(1/4):297–309.
[20] STRACK O D L,BARNES R J,VERRUIJT A. Vertically integrated flows,discharge potential,and the dupuit-forchheimer approximation[J]. Ground Water,2006,44(1):72–75.
[21] SRIVASTAVA R,YEH T C J. Analytical solutions for one- dimensional,transient infiltration toward the water table in homogeneous and layered soils[J]. Water Resources Research,1991,27(5):753–762.
[22] CELIA M A,BOULOUTAS E T,ZARBA R L. A general mass- conservative numerical solution for the unsaturated flow equation[J]. Water Resources Research,1990,26(7):1 483–1 496.
[23] RULON J J,RODWAY R,FREEZE R A. The development of multiple seepage faces on layered slopes[J]. Water Resources Research,1985,21(11):1 625–1 636.