Page 58 - 2025年第56卷第1期
P. 58
[ 39 ] PERON H, HUECKEL T, LALOUI L, et al. Fundamentals of desiccation cracking of fine-grained soils: ex⁃
perimental characterisation and mechanisms identification[J]. Canadian Geotechnical Journal, 2009, 46(10):
1177-1201.
[ 40 ] MARROCCHELLI D, CHATZICHRISTODOULOU C, BISHOP S R. Defining chemical expansion: the choice
of units for the stoichiometric expansion coefficient[J]. Physical Chemistry Chemical Physics, 2014, 16(20):
9229-9232.
[ 41 ] 白涛, 万家全, 邓铭江, 等. 注重旱区湿地生态保护与修复的疏漫灌溉研究[J]. 水利学报, 2024, 55
(5): 549-563.
[ 42 ] KODIKARA J K, NAHLAWI H, BOUAZZA A. Modelling of curling in desiccating clay[J]. Canadian Geotechni⁃
cal Journal, 2004, 41(3): 560-566.
[ 43 ] 李冰河, 王奎华, 谢康和. 软粘土非线性一维固结有限差分法分析[J]. 浙江大学学报(自然科学版),
2000, 34(4): 376-381.
[ 44 ] COSTA S, KODIKARA J, BARBOUR S, et al. Theoretical analysis of desiccation crack spacing of a thin, long
soil layer[J]. Acta Geotechnica, 2018, 13(1): 39-49.
[ 45 ] LI X J, ZHANG K. Numerical analysis of drying process of soils using finite volume method[ J]. International
Journal of Pavement Research and Technology, 2018(8): 813-818.
[ 46 ] YOSHIDA S, ADACHI K. Numerical analysis of crack generation in saturated deformable soil under row-planted
vegetation[J]. Geoderma, 2004, 120(1∕2): 63-74.
[ 47 ] RODRIGUEZ R, SANCHEZ M, LEDESMA A, et al. Experimental and numerical analysis of desiccation of a
mining waste[J]. Canadian Geotechnical Journal, 2007, 44(6): 644-658.
[ 48 ] PERON H, HU L, LALOUI L, et al. Numerical and experimental investigation of desiccation of soil[C]∕∕Pro⁃
ceedings of the 3rd Asian Conference on Unsaturated Soils. 2007.
[ 49 ] PERON H, LALOUI L, HUECKEL T, et al. Desiccation cracking of soils[J]. European Journal of Environmental
and Civil Engineering, 2009, 13(7∕8): 869-888.
[ 50 ] MAEDO M, SANCHEZ M, ALJEZNAWI D, et al. Analysis of soil drying incorporating a constitutive model for
curling[J]. Acta Geotechnica, 2020, 15(9): 2619-2635.
[ 51 ] LEE F H, LO K W, LEE S L. Tension crack development in soils[ J]. Journal of Geotechnical Engineering,
1988, 114(8): 915-929.
[ 52 ] MORRIS P H, GRAHAM J, WILLIAMS D J. Cracking in drying soils [ J]. Canadian Geotechnical Journal,
1992, 29(2): 263-277.
[ 53 ] KONRAD J M, AYAD R. A idealized framework for the analysis of cohesive soils undergoing desiccation[J]. Ca⁃
nadian Geotechnical Journal, 1997, 34(4): 477-488.
[ 54 ] DUGDALE D S. Yielding of steel sheets containing slits[ J]. Journal of the Mechanics and Physics of Solids,
1960, 8(2): 100-104.
[ 55 ] BARENBLATT G I. The mathematical theory of equilibrium cracks in brittle fracture[J]. Advances in Applied Me⁃
chanics, 1962, 7: 55-129.
[ 56 ] HILLERBORG A, MODEER M, PETERSSON P E. Analysis of crack formation and crack growth in concrete by
means of fracture mechanics and finite elements[J]. Cement and Concrete Research, 1976, 6(6): 773-781.
[ 57 ] XU X P, NEEDLEMAN A. Numerical simulations of fast crack growth in brittle solids[J]. Journal of the Mechan⁃
ics and Physics of Solids, 1994, 42(9): 1397-1434.
[ 58 ] CABALLERO A, CAROL I, LOPEZ C M. A meso-level approach to the 3D numerical analysis of cracking and frac⁃
ture of concrete materials[J]. Fatigue & Fracture of Engineering Materials & Structures, 2006, 29(12): 979-991.
[ 59 ] MANZOLI O L, GAMINO A L, RODRIGUES E A, et al. Modeling of interfaces in two-dimensional problems u⁃
sing solid finite elements with high aspect ratio[J]. Computers & Structures, 2012, 94: 70-82.
[ 60 ] GUINEA G V. Correlation between the softening and the size effect curves[C]∕∕London: E and FN Spon. 1994.
[ 61 ] GUINEA G V, PLANAS J, ELICES M. A general bilinear fit for the softening curve of concrete[J]. Materials
and Structures, 1994, 27: 99-105.
[ 62 ] AMARASIRI A L, COSTA S, KODIKARA J K. Determination of cohesive properties for mode I fracture from com⁃
— 5 3 —