引文
[1]胡瑞林.粘性土微结构定量模型及其工程地质特征研究[M].北京:地质出版社,1995.3-13.
[2]施斌.粘性土微观结构研究回顾与展望[J].工程地质学报,1996,4(1):39-44.
[3]王幼麟.土和土体结构的工程地质研究——土和土体结构工程特性学术讨论会综述[J].水文地质工程地质,1983,(5):38-42
[4]黎青宁.土和土体结构的理论及应用——第二次土和土体结构学术讨论会综述[J].水文地质工程地质,1985,(5):13-23.
[5]高国瑞.细粒土结构专门术语、概念和分类命名的初步方案[J].水文地质工程地质,1986,(1):8-12.
[6]蒋国澄.粘性土的结构稳定性及某些特殊土的性状[J].岩土工程学报,1986,8(4):69-75.
[7]沈珠江.土体结构性的数学模型——21世纪土力学的核心问题[J].岩土工程学报,1996,18(1):95-97.
[8]胡瑞林,王思敬,李向全,等.21世纪工程地质学生长点:土体微结构力学[J].水文地质工程地质,1999,(4):5-8.
[9]胡瑞林,李向全,官国琳,等.土体微结构力学——概念·观点·核心[J].地球学报,1999,20(2):150-156.
[10]周翠英.土体微观结构研究与土力学的发展方向——若干进展与思考[J].地球科学(中国地质大学学报),2000,25(2):215-220.
[11]蒋明镜,沈珠江.结构性粘土试样人工制备方法研究[J].水利学报,1997,(1):56-61.
[12]谢定义,齐吉琳,朱元林.土的结构性参数及其与变形-强度的关系[J].水利学报,1999,(10):1-6.
[13]胡再强,沈珠江,谢定义.非饱和黄土的结构性研究[J].岩石力学与工程学报,2000,19(6):775-779.
[14]施斌.粘性土的微观结构分析技术研究[J].岩石力学与工程学报,2001,20(6):864-870.
[15]陶秀珍.室内模拟海成粘土的研究[J].水利水运科学研究,1990,(1):39-47.
[16]齐吉琳,谢定义,石玉成.土结构性的研究方法及现状[J].西北地震学报,2001,23(1):99-103.
[17]施斌.粘性土击实过程中微结构的定量评价[J].岩土工程学报,1996,18(4):57-62.
[18]王清,王凤艳,肖树芳.土微结构特征的定量研究及其在工程中的应用[J].成都理工学院学报,2001,28(4):148-153.
[19]李向全,胡瑞林,张莉.软土固结过程中的微结构变化特征[J].地学前缘,2000,7(1):147-152.
[20]陈嘉欧,叶斌,郭素杰.珠江三角洲粘性土微结构与工程性质初探[J].岩石力学与工程学报,2000,19(5):674-678.
[21]施斌,姜洪涛.在外力作用下土体内部裂隙发育过程的CT研究[J].岩土工程学报,2000,22(5):537-541.
[22]蒲毅彬,陈万业,廖全荣.陇东黄土湿陷过程的CT结构变化研究[J].岩土工程学报,2000,22(1):49-54.
[23]吴紫汪,马巍,蒲毅彬,等.冻土蠕变变形特征的细观分析[J].岩土工程学报,1997,19(3):1-6.
[24]李晓军,张登良.路基填土单轴受压细观结构CT监测分析[J].岩土工程学报,2000,22(2):205-209.
[25]LI Xiao-jun,WANG Zhi-ren,YIN jing-ze.CT discrimination of fabric change of unsaturated compacted loess during compression process[J].Chinese Journal of Rock Mechanics and Engineering,2002,21(1):107-111.
[26]Moore C A,Donaldson C F.Quantifying soil microstructure using fractals[J].Geotechnique,1995,45(1):105-116.
[27]Vallejo L E.Fractal analysis of granular materials[J].Geotechnique,1995,45(1):159-163.
[28]Kuo C Y,Fost J D,A Chameau J L.Image analysis determination of stereology based fabric tensors[J].Geotechnique,1998,48(4):515-525.
[29]A Anandarajah,N Kuganenthira.Some aspects of fabric anisotropy of soil[J].Geotechnique,1995,45(1):69-81.
[30]Papadimitriou A G,Bouckovalas G D.Modeling sand fabric evolution during cyclic loading[A].Proceedings of the Fifteenth International Conference on Soil Mechanics and Geotechnical Engineering[C].Lisse:Balkema,2001.235-238.
[31]Anandarajah A.On influence of fabric anisotropy on the stress-strain behaviour of clays[J].Computer and Geotechnics,2000,27(1):1-17.
[32]Latham J P,Y Liu,Munjiza A.A random method for simulating loose packs of angular particles using retrahedra[J].Geotechnique,2001,51(10):871-879.
[33]Bohac J,Feda J,Kuthan B.Modeling of grain crushing and debonding[A].Proceedings of the Fifteenth International Conference on Soil Mechanics and Geotechnical Engineering[C].Lisse:Balkema,2001.43-46.
[34]Haynie C,Frantziskonis G.Multiscale material characteri-zation and application to artificially created microstructure[J].Computer Methods and Advances in Geomechanies,2001.529-532.
[35]雷华阳,肖树芳.天津海积软土微观结构与工程性质初探[J].地质与勘察,2002,38(6):81-85.
[36]雷华阳,肖树芳.天津软土的次固结变形特性研究[J].工程地质学报,2002,10(4):385-389.
[37]姚海林,刘少军,程昌炳.一种天然胶结土粘聚力的微观本质[J].岩石力学与工程学报,2001,20(6):871-874.
[38]李得福,周萃英,谭祥韶.基于软土微观结构研究的固结及沉降分析[A].第六次全国岩石力学与工程学术大会论文集[C].武汉:中国科学技术出版社,2000.177-180.
[39]Osipov V I,Nikolaeva S K,Sokalov V N.Microstructural changes associated with thixotropic phenomena in clay soils[J].Geotechnique,1984,34(2):293-303.
[40]Bai X,Smart P.Change in microstructure of kaolin in consolidation and undrained shear[J].Geotechnique,1997,47(5):1009-1017.
[41]Katti D R,ShanamugasundaramV.Evolution of microstruc-ture during swelling in expansive clays[J].Computer Methods and Advances in Geomechanics,2001.533-537.
[42]Dudoignon P,Pantet A,Carra L,Velde B.Macro-micro measurement of particle arrangement in sheared kaokinic matrices[J].Geotechnique,2001,51(6):493-499.
[43]沈珠江.砂土本构理论的检讨和重建.第六届全国岩土力学数值分析与解析方法讨论会[C].广州:[s.n.]1998.
[44]Burland J B.On the compressibility and shear strength of natural clays[J].Geotechnique,1990,40(3):329-378.
[45]沈珠江.软土工程特性和软土地基设计[J].岩土工程学报,1998,20(1):100-111.
[46]雷华阳.土的本构模型研究现状及发展趋势[J].世界地质,2000,19(3):271-276.
[47]李作勤.有结构强度的欠压密土的力学特性[J].岩土工程学报,1982,4(1):34-45.
[48]李作勤.粘土的压密状态及其力学性质[J].岩土力学,1982,3(1):45-51.
[49]李作勤.关于粘土压密类型的鉴别问题[J].岩土工程学报,1984,6(1):67-78.
[50]沈珠江.广义吸力和非饱和土的统一变形理论[J].岩土工程学报,1996,18(2):1-9.
[51]李涛,钱寿易.土样扰动影响的评价及其先期固结压力的确定[J].岩土工程学报,1987,9(5):29-21.
[52]王国欣,肖树芳,周旺高.原状结构性土先期固结压力及结构强度的确定[J].岩土工程学报,2003,25(2):249-251.
[53]张诚厚.两种结构性土的土工特性[J].水利水运科学研究,1983,(4):65-71.
[54]龚晓南,熊传祥,项可祥,等.粘土结构性对其力学性质的影响及形成原因分析[J].水利学报,2000,(10):43-47.
[55]Cotecchia F,Chandler R J.A general framework for the mechanical behaviour of clays[J].Geotechnique,2000,50(4):431-447.
[56]J C Chai.Linear ln(e+ec)?ln(p′)relation of structured natural clay[A].Proceedings of the Fifteenth International Conference on Soil Mechanics and Geotechnical Engineering[C].Lisse:Balkema,2001.
[57]吕海波,汪稔,孔令伟,等.结构性对琼州海峡软土压缩特性的影响[J].岩土力学,2001,22(4):467-473.
[58]房后国,肖树芳,汪士锋.天津海积软土结构强度及其对力学特性的影响[J].吉林大学学报(地球科学版),2002,32(1):73-76.
[59]张诚厚,袁文明,戴济群.软粘土的结构性及其对路基沉降的影响[J].岩土工程学报,1995,17(5):25-32.
[60]孙红,赵锡宏.结构性软土的损伤及其对地基沉降的影响[J].岩土力学,1999,20(1):19-21.
[61]胡再强,沈珠江,谢定义.非饱和黄土的显微结构与湿陷性[J].水利水运科学研究,2000,(2):68-71.
[62]Callisto L,Calabresi G.Mechanical behaviour of a natural soft clay[J].Geotechnique,1998,48(4):495-513.
[63]钟晓雄,袁建心.散粒体的微观组构与本构关系[J].岩土工程学报,1992,14(增刊):39-48.
[64]施斌,王宝军,宁文务.各向异性粘性土蠕变的微观力学模型[J].岩土工程学报,1997,19(3):7-13.
[65]苗天得,刘忠玉,任九生.湿陷性黄土的变形机理与本构关系[J].岩土工程学报,1999,21(4):383-387.
[66]Mcdowell G R,M D Bolton.On the micromechanics of crushable aggregates[J].Geotechnique,1998,48(5):667-679.
[67]Houlsby G T,Sharma R S.A conceptual model for the yielding and consolidation of clays[J].Geotechnique,1999,49(4):491-501.
[68]Y W Pan,J J Dong.A micromechanics-based methodology for evaluating the fabric of granular material[J].Geotechnique,1999,49(6):761-775.
[69]Yimsiri S,Soga K.Micromechanics-based stress-strain behaviour of soils at small strains[J].Geotechnique,2000,50(5):559-571.
[70]Mcdowell G R,Bolton M D.Micromechanics of elastic soil[J].Soils and Foundations,2001,41(6):147-152.
[71]Yimsiri S,Soga K.Application of micromechanics model to study anisotropy soils at small strains[J].Soils and Foundations,2002,42(5):15-26.
[72]X S Li.Effective stress in unsaturated soil:a microstructural alysis[J].Geotechnique,2003,53(2):273-277.
[73]沈珠江.结构性粘土的弹塑性损伤模型[J].岩土工程学报,1993,15(3):21-28.
[74]沈珠江.结构性粘土的非线性损伤力学模型[J].水利水运科学研究,1993,(3):247-255.
[75]沈珠江.结构性粘土的堆砌体模型[J].岩土力学,2000,21(1):1-4.
[76]何开胜,沈珠江.结构性粘土的弹粘塑性损伤模型[J].水利水运工程学报,2002,(4):7-13.
[77]孙红,赵锡宏.软土的弹塑性各向异性损伤分析[J].岩土力学,1999,20(3):7-12.
[78]Xi-Hong ZHAO,Hong SUN,Kwang Wei Lo.An elastoplastic damage model of soil[J].Geotechnique,2002,52(7):533-536.
[79]沈珠江,陈铁林.岩土破损力学:基本概念,目标和任务[A].中国岩石力学与工程学会第七届学术大会论文集[C].北京:中国科学技术出版社,2002.9-12.
[80]沈珠江.岩土破损力学:理想脆弹塑性模型[J].岩土工程学报,2003,25(3):253-257.
[81]沈珠江,陈铁林.岩样变形和破坏过程的二元介质模拟[J].水利水运工程学报,2004,(1):1-5.
[82]Z J Shen.Binary medium modeling of geological material,Int[A].Conference on Heterogeneous Materials Mechanics[C]Chongqing:[s.n.],2004.581-584.
[83]沈珠江.岩土破损力学与双重介质模型[J].水利水运工程学报,2002,(4):1-6.
[84]沈珠江,邓刚.超固结粘土的双重介质模型[J].岩土力学,2003,24(4):495-499.
[85]沈珠江,刘恩龙,陈铁林.岩土二元介质模型的一般应力-应变关系[J].岩土工程学报(待刊).
[86]饶为国,赵成刚,王哲,等.一个可考虑结构性影响的土体本构模型[J].固体力学学报,2002,23(3):34-39.
[87]Kavvadas M,Amorosi A.A constitutive model for structured soils[J].Geotechnique,2000,50(3):263-273.
[88]Amorosi A,Cotecchia F,Kavvadas M.The mechanical behaviour of a natural clay:experimental results and constitutive modeling[A].Proceedings of the Fifteenth International Conference on Soil Mechanics and Geotechnical Engineering[C].Editor,Publications Committee of the Proceedings of the Fifteenth International Conference on Soil Mechanics and Geotechnical Engineering,Lisse:Balkema,2001.13-16.
[89]Kavvads M,.Belokas G.An anisotropic elasto-plastic constitutive model for natural soils[A].Computer Methods and Advances in Geomechanics[M].2001.335-340.
[90]Sivakumar V,Doran IG,Graham J.The effect of anisotropic elasticity on the yielding characteristics of overconsolidated natural clay[J].Canadian Geotechnical Journal,2001,38:125-137.
[91]A Asaoka,M Nakano,T Noda,M Matsuo.The Decay of Structure and the Loss of Overconsolidation[M].XVTHICSMGE,2001.19-22.
[92]Asaoka A,Noda T.An elasto-plastic description of the difference between sand clay[A].Computer Methods and Advances in Geomechanics[M].[s.l.]:[s.n.],2001.263-270.
[93]Asaoka A,Noda T,Yamsda E,K Kaneda,M Nakano.An elasto-plastic description of two distinct volume change mechanisms of soils[J].Soils and Foundations,2002,42(5):47-57.
[94]Liu M D,Carter J P.A structured cam-clay model[J].Canadian Geotechnical Journal,2002,39:1313-1332.
[95]Jilin Qi,Dingyi Xie.Soil structure and its quantitative parameter[A].Proceedings of the Fifteenth International Conference on Soil Mechanics and Geotechnical Engineering[C].Lisse:Balkema,2001.239-242.
[96]谢定义,齐吉琳,张振中.考虑土结构性的本构关系[J].土木工程学报,2000,33(4):35-41.
[97]肖树芳,雷华阳,房后国,等.近代海积软土结构性及弹-塑性模型研究[J].工程地质学报,2000,(4):394-399.
[98]王常明,肖树芳,夏玉斌.海积软土固结变形的结构性模型研究[J].长春科技大学学报,2001,31(4):363-367.
[99]Baudet B A,Stallebrass S E.Modeling the destructuration of soft natural clays[A].Computer Methods and Advances in Geomechanics[M].[s.l.]:[s.n.]2001.297-301.
[100]M D Liu,J P Carter.Modeling the destructuration of soils during virgin compression[J].Geotechnique,2000,50(4):479-483.
[101]M D Liu,J P Carter.Virgin compression of structured soils[J].Geotechnique,1999,49(1):43-57.
[102]M D Liu,J P Carter.A conceptual framework for modeling the mechanical behaviour of structured soils[A].Computer Methods and Advances in Geomechanics[M].[s.l.]:[s.n.].2001.347-354.
[103]R ouainia M,Vood D M.A kinematic harding constitutive model for natural clays with loss of structure[J].Geotechnique,2000,50(2):153-164.
[104]C allisto L,AGajo D,Wood M.Simulation of triaxial and true triaxial tests on natural and reconstituted Pisa clay[J].Geotechnique,2002,52(9):649-666.
[105]刘勇军,朱岳明,丰土根,等.随机土体结构模型理论及应用[J].岩土工程学报,2001,23(3):354-357.
[106]徐永福,刘斯宏,董平.粒状土体的结构模型[J].岩土力学,2001,22(4):366-372.
[107]G raham J,THoulsb G.Anisotropic elasticity of a natural clay[J].Geotechnique,1983,33(2):165-180.
[108]C uccovillo T,Coop M R.On the mechanics of structured sands[J].Geotechnique,1999,49(6):741-760.