| [1] |
张奇莹，徐盼盼，钱 会. 泾阳原状黄土-古土壤序列抗剪强度各向异性及其机制研究[J]. 岩石力学与工程学报，2019，38(11)： 2 365-2 376.(ZHANG Qiying，XU Panpan，QIAN Hui. Study on shear strength anisotropy of undisturbed loess-paleosol sequence in Jingyang county[J]. Chinese Journal of Rock Mechanics and Engineering，2019，38(11)：2 365-2 376.(in Chinese))
|
| [2] |
LENG Y Q，PENG J B，WANG Q Y，et al. A fluidized landslide occurred in the Loess Plateau：A study on loess landslide in South Jingyang Tableland[J]. Engineering Geology，2018，236：129-136.
|
| [3] |
胡海军，王 晨，吕彤阳，等. 一维载荷浸水下重塑黄土的水分入渗和增湿变形模型及试验验证[J]. 岩石力学与工程学报，2022，41(5)：1 020-1 030.(HU Haijun，WANG Chen，LV Tongyang，et al. Theoretical model of water movement and wetting-induced deformation for remolded loess under one-dimensional loading- wetting condition and its experimental verification[J]. Chinese Journal of Rock Mechanics and Engineering，2022，41(5)：1 020-1 030.(in Chinese))
|
| [4] |
ZHANG W H，ZHAO C G. Micromechanics analysis for unsaturated granular soils[J]. Acta Mechanica Solida Sinica，2011，24(3)：273-281.
|
| [5] |
MANAHILOH K N，MUHUNTHAN B，LIKOS W J. Microstructure- based effective stress formulation for unsaturated granular soils[J]. International Journal of Geomechanics，2016，16(6)：D4016006.
|
| [6] |
蔡国庆，韩博文，韦靖威，等. 复杂水-力路径下非饱和砂质黄土增湿变形特性[J]. 岩石力学与工程学报，2022，41(增1)：3 073-3 080.(CAI Guoqing，HAN Bowen，WEI Jingwei，et al. Wetting deformation characteristics of unsaturated sandy loess under complex hydro-mechanical paths[J]. Chinese Journal of Rock Mechanics and Engineering，2022，41(Supp.1)：3 073-3 080.(in Chinese))
|
| [7] |
CAI G，HAN B，WEI J，et al. Wetting-induced deformation characteristics of unsaturated compacted sandy loess[J]. Acta Geotechnica，2024，19(1)：177-195.
|
| [8] |
HAERI S M，SOLEYMANI BORUJERDI S，AKBARI GARAKANI A. Effects of initial shear stress on the hydromechanical behavior of collapsible soils[J]. Acta Geotechnica，2023，18(11)：6 051-6 076.
|
| [9] |
于永堂，张 龙，郑建国，等. 重塑黄土的钻孔剪切变形与强度特性研究[J]. 岩石力学与工程学报，2021，40(增2)：3 367-3 378. (YU Yongtang，ZHANG Long，ZHENG Jianguo，et al. Study on deformation and strength characteristics of remolded loess by borehole shear test[J]. Chinese Journal of Rock Mechanics and Engineering，2021，40(Supp.2)：3 367-3 378.(in Chinese))
|
| [10] |
CAI G，LIU Y，LIU Z，et al. Volume change behaviour of an unsaturated compacted loess under thermo-hydro-mechanical loads[J]. Acta Geotechnica，2024，19(4)：2 023-2 040.
|
| [11] |
ALONSO E E，GENS A，JOSA A. A constitutive model for partially saturated soils[J]. Géotechnique，1990，40：405-430.
|
| [12] |
PETH S，NELLESEN J，FISCHER G，et al. Non-invasive 3D analysis of local soil deformation under mechanical and hydraulic stresses by ?CT and digital image correlation[J]. Soil and Tillage Research，2010，111(1)：3-18.
|
| [13] |
FINNO R J，ZHANG Y，BUSCARNERA G. Experimental validation of Terzaghi?s effective stress principle for Gassy sand[J]. Journal of Geotechnical and Geoenvironmental Engineering，2017，143(12)：04017092.
|
| [14] |
EGHBALIAN M，POURAGHA M，WAN R. Micromechanical approach to swelling behavior of capillary-porous media with coupled physics[J]. International Journal for Numerical and Analytical Methods in Geomechanics，2019，43(1)：353-380.
|
| [15] |
WHEELER S J，SHARMA R S，BUISSON M. Coupling of hydraulic hysteresis and stress-strain behaviour in unsaturated soils[J]. Geotechnique，2003，53(1)：41-54.
|
| [16] |
LLORET-CABOT M，WHEELER S J，SANCHEZ M. A unified mechanical and retention model for saturated and unsaturated soil behaviour[J]. Acta Geotechnica，2017，12(1)：1-21.
|
| [17] |
侯乐乐，翁效林，李 林，等. 考虑含水率影响的结构性黄土临界状态模型[J]. 岩土力学，2022，43(3)：737-748.(HOU Lele，WENG Xiaolin，LI Lin，et al. A critical state model for structural loess considering water content[J]. Rock and Soil Mechanics，2022，43(3)：737-748.(in Chinese))
|
| [18] |
LUO T，CHEN D，YAO Y P，et al. An advanced UH model for unsaturated soils[J]. Acta Geotechnica，2020，15(1)：145-164.
|
| [19] |
MAHMOODABADI M，BRYSON L S. Constitutive model for describing the fully coupled hydromechanical behavior of unsaturated soils[J]. International Journal of Geomechanics，2021，21(4)：04021027.
|
| [20] |
SHENG D，FREDLUND D G，GENS A. A new modelling approach for unsaturated soils using independent stress variables[J]. Canadian Geotechnical Journal，2008，45(4)：511-534.
|
| [21] |
刘 艳，赵成刚，蔡国庆，等. 考虑气相压力变化和偏应力影响的非饱和土本构模型[J]. 岩土工程学报，2011，33(5)：754-761.(LIU Yan，ZHAO Chenggang，CAI Guoqing，et al. New model for unsaturated soils considering variation of gas pressure and shear stress[J]. Chinese Journal of Geotechnical Engineering，2011，33(5)：754-761.(in Chinese))
|
| [22] |
ZHOU A N，SHENG D C. An advanced hydro-mechanical constitutive model for unsaturated soils with different initial densities[J]. Computers and Geotechnics，2015，63：46-66.
|
| [23] |
QUEVEDO R，LOPEZ M，ROEHL D. Hydromechanical modeling of unsaturated soils considering compaction effects on soil physical and hydraulic properties[J]. Acta Geotechnica，2024，19(8)：5 051-5 064.
|
| [24] |
BURTON G J，PINEDA J A，SHENG D C，et al. Microstructural changes of an undisturbed，reconstituted and compacted high plasticity clay subjected to wetting and drying[J]. Engineering Geology，2015，193：363-373.
|
| [25] |
ZHOU A N，WU S S，LI J，et al. Including degree of capillary saturation into constitutive modelling of unsaturated soils[J]. Computers and Geotechnics，2018，95：82-98.
|
| [26] |
LI Y R. A review of shear and tensile strengths of the Malan Loess in China[J]. Engineering Geology，2018，236：4-10.
|
| [27] |
WHEELER S J. A conceptual model for soils containing large gas bubbles[J]. Géotechnique，1988，38(3)：389-397.
|
| [28] |
ZHU B，HUANG J S，WANG L J，et al. Precise numerical study on the behaviour of gassy marine soils subjected to thermal and mechanical loadings[J]. Computers and Geotechnics，2021，DOI：10.1016/j.compgeo.2021.104269.
|
| [29] |
VEGA-POSADA C A，FINNO R J，ZAPATA-MEDINA D G. Effect of gas on the mechanical behavior of medium-dense sands[J]. Journal of Geotechnical and Geoenvironmental Engineering，2014，140(11)：04014063.
|
| [30] |
HONG Y，WANG X T，WANG L Z，et al. A state-dependent constitutive model for coarse-grained gassy soil and its application in slope instability modelling[J]. Computers and Geotechnics，2021，129：103847.
|
| [31] |
GAO Z W，HONG Y，WANG L Z. Constitutive modelling of fine-grained gassy soil：A composite approach[J]. International Journal for Numerical and Analytical Methods in Geomechanics，2020，44(9)：1 350-1 368.
|
| [32] |
HONG Y，WANG L Z，NG C W W，et al. Effect of initial pore pressure on undrained shear behaviour of fine-grained gassy soil[J]. Canadian Geotechnical Journal，2017，54(11)：1 592-1 600.
|
| [33] |
WHEELER S J. The undrained shear strength of soils containing large gas bubbles[J]. Géotechnique，1988，38(3)：399-413.
|
| [34] |
HONG Y，WANG L Z，ZHANG J F，et al. 3D Elastoplastic model for fine-grained gassy soil considering the gas-dependent yield surface shape and stress-dilatancy[J]. Journal of Engineering Mechanics，2020，146(5)：04020037.
|
| [35] |
HONG Y，WANG L Z，YANG B，et al. Stress-dilatancy behaviour of bubbled fine-grained sediments[J]. Engineering Geology，2019，260：105196.
|
| [36] |
LI X S. Thermodynamics-based constitutive framework for unsaturated soils. 2：A basic triaxial model[J]. Géotechnique，2007，57(5)：423-435.
|
| [37] |
SULTAN N，DE GENNARO V，PUECH A. Mechanical behaviour of gas-charged marine plastic sediments[J]. Geotechnique，2012，62(9)：751-766.
|
| [38] |
GAO Z W，CAI H J，HONG Y，et al. A critical state constitutive model for gassy clay[J]. Canadian Geotechnical Journal，2022，59： 1 033-1 045.
|
| [39] |
SULTAN N，GARZIGLIA S. Mechanical behaviour of gas-charged fine sediments：model formulation and calibration[J]. Geotechnique，2014，64(11)：851-864.
|
| [40] |
SHENG D C，ZHOU A N. Coupling hydraulic with mechanical models for unsaturated soils[J]. Canadian Geotechnical Journal，2011，48(5)：826-840.
|
| [41] |
MASIN D. Predicting the dependency of a degree of saturation on void ratio and suction using effective stress principle for unsaturated soils[J]. International Journal for Numerical and Analytical Methods in Geomechanics，2010，34(1)：73-90.
|
| [42] |
HOULSBY G T. The work input to an unsaturated granular material[J]. Géotechnique，1997，47(1)：193-196.
|
| [43] |
侯乐乐，翁效林，崔艺铖，等. K0固结结构性黄土的各向异性本构模型[J]. 岩石力学与工程学报，2022，41(10)：2 124-2 134.(HOU Lele，WENG Xiaolin，CUI Yicheng，et al. Critical state constitutive model of K0 consolidated structural loess[J]. Chinese Journal of Rock Mechanics and Engineering，2022，41(10)：2 124-2 134.(in Chinese))
|
| [44] |
LI X S.Thermodynamics-based constitutive framework for unsaturated soils. 1：Theory[J]. Géotechnique，2007，57(5)：411-422.
|
| [45] |
COLLINS I F，HILDER T. A theoretical framework for constructing elastic/plastic constitutive models of triaxial tests [J]. International Journal for Numerical and Analytical Methods in Geomechanics，2002，26(13)：1 313-1 347.
|
| [46] |
LORET B，KHALILI N. A three-phase model for unsaturated soils[J]. International Journal for Numerical and Analytical Methods in Geomechanics，2000，24(11)：893-927.
|
| [47] |
ROMERO E，DELLA VECCHIA G，JOMMI C. An insight into the water retention properties of compacted clayey soils[J]. Geotechnique，2011，61(4)：313-328.
|
| [48] |
PATIL U D，HOYOS L R，PUPPALA A J. Modeling essential elastoplastic features of compacted silty sand via suction-controlled triaxial testing[J]. International Journal of Geomechanics，2016，16(6)：D4016012.
|
| [49] |
刘 艳，韦昌富，赵成刚，等. 一个高饱和度非饱和土的本构模型[J]. 岩土力学，2013，34(8)：2 189-2 194.(LIU Yan，WEI Changfu，ZHAO Chenggang，et al. A constitutive model of unsaturated soils with high saturation[J]. Rock and Soil Mechanics，2013，34(8)： 2 189-2 194.(in Chinese))
|
| [50] |
TAMAGNINI R. An extended Cam-clay model for unsaturated soils with hydraulic hysteresis[J]. Géotechnique，2004，54(3)：223-228.
|
| [51] |
BUSCARNERA G，NOVA R. An elastoplastic strainhardening model for soil allowing for hydraulic bonding-debonding effects[J]. International Journal for Numerical and Analytical Methods in Geomechanics，2009，33(8)：1 055-1 086.
|
| [52] |
张 立. 气体封闭的非饱和土本构模型研究[硕士学位论文][D]. 北京：北京交通大学，2019.(ZHANG Li. Study on constitutive model of unsaturated soil withc occluded gas[M. S. Thesis][D]. Beijing：Beijing Jiaotong University，2019.(in Chinese))
|
| [53] |
周容名，翁效林，李 林，等. 考虑气相硬化的准饱和黏土弹塑性模型[J]. 岩土力学，2022，43(11)：2 963-2 972.(ZHOU Rongming，WENG Xiaolin，LI Lin，et al. Elastoplastic model of quasi-saturated clay considering gas phase hardening[J]. Rock and Soil Mechanics，2022，43(11)：2 963-2 972.(in Chinese))
|
| [54] |
ZHANG D，WANG J，CHEN C，et al. The compression and collapse behaviour of intact loess in suction-monitored triaxial apparatus[J]. Acta Geotechnica，2020，15(2)：529-548.
|
| [55] |
BURTON G J，SHENG D，AIREY D. Experimental study on volumetric behaviour of Maryland clay and the role of degree of saturation[J]. Canadian Geotechnical Journal，2014，51(12)：1 449-1 455.
|
| [56] |
牛丽思，张爱军，王毓国，等. 高易溶盐非饱和伊犁原状黄土的临界状态特性[J]. 岩土力学，2020，41(8)：2 647-2 658.(NIU Lisi，ZHANG Aijun，WANG Yuguo，et al. Critical state characteristics of high soluble salt unsaturated undisturbed Ili loess[J]. Rock and Soil Mechanics，2020，41(8)：2 647-2 658.(in Chinese))
|
| [57] |
张登飞，陈存礼，杨 炯，等. 侧限条件下增湿时湿陷性黄土的变形及持水特性[J]. 岩石力学与工程学报，2016，35(3)：604-612. (ZHANG Dengfei，CHEN Cunli，YANG Jiong，et al. Deformation and water retention behaviour of collapsible loess during wetting under lateral confinement[J]. Chinese Journal of Rock Mechanics and Engineering，2016，35(3)：604-612.(in Chinese))
|
| [58] |
牛丽思. 考虑易溶盐含量的伊犁黄土非饱和弹塑性本构模型[博士学位论文][D]. 杨林：西北农林科技大学，2021.(NIU Lisi. Unsaturated elastoplastic constitutive model of Ili loess considering soluble salt content[Ph. D. Thesis][D]. Yanglin：Northwest A and F University，2021.(in Chinese))
|
| [59] |
ARUNASALAM R. Coupling of mechanical behaviour and water retention behaviour in unsaturated soils[Ph. D. Thesis][D]. Glasgow，United Kingdom；University of Glasgow，2009.
|
2024, Vol. 43 
