引文
[1]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.QI Ji-lin,XIE Ding-yi,SHI Yu-cheng.Status quo and method of quantitative on soil structure[J].Northwestern Seismological Journal,2001,23(1):99-103.
[2]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.
[3]谢定义,齐吉琳.土结构性及其定量化研究的新途径[J].岩土工程学报,1999,21(6):651-656.XIE Ding-yi,QI Ji-lin.Soil structure characteristics and new approach in research on its quantitative parameter[J].Chinese Journal of Geotechnical Engineering,1999,21(6):651-656.
[4]洪振舜,立石义孝,邓永锋.天然硅藻土的应力水平与孔隙空间分布的关系[J].岩土力学,2004,25(7):1023-1026.HONG Zhen-shun,TATEISHI Yoshitaka,DENG Yong-feng.Relationship between entrance pore distribution and stress level of natural sedimentary diatomaceous soil[J].Rock and Soil Mechanics,2004,25(7):1023-1026.
[5]TANAKA H,LOCAT J.A microstructural investigation of Osaka Bay clay:The impact of microfossils on its mechanical behaviour[J].Canadian Geotechnical Journal,1999,36(3):493-508.
[6]PENUMADU D,DEAN J.Compressibility effect in evaluating the pore-size distribution of kaolin clay using mercury intrusion porosimetry[J].Canadian Geo-technical Journal,2000,37(2):393-405.
[7]HONG Z,TATEISHI Y,HAN J.Experimental study of macro and micro-behavior of natural diatomite[J].Geotechnical and Geoenvironmental Engineering,ASCE,2006,132(5):603-610.
[8]陈悦,李东旭.压汞法测定材料孔结构的误差分析[J].硅酸盐通报,2006,25(4):198-201.CHEN Yue,LI Dong-xu.Analysis of error for pore structure of porous materials measured by MIP[J].Bulletin of the Chinese Ceramic Society,2006,25(4):198-201.
[9]DELAGE P,LEFEBVRE G.Study of the structure of a sensitive Champlain clay and its evolution during consolidation[J].Canadian Geotechnical Journal,1984,21(1):21-35.
[10]GRIFFITHS F J,JOSHI R C.Change in pore size distribution due to consolidation of clays[J].Gèotech-nique,1989,39(1):159-167.
[11]MITCHELL J K.Fundamentals of soil behavior(second edition)[M].New York:John Wiley&Sons,Inc.,1993:154-155.
[12]丁建文,洪振舜,刘松玉.疏浚淤泥流动固化处理与流动性试验研究[J].岩土力学,2011,32(增刊1):280-284.DING Jian-wen,HONG Zhen-shun,LIU Song-yu.Study of flow-solidification method and fluidity test of dredged clays[J].Rock and Soil Mechanics,2011,32(Supp.1):280-284.
[13]汤怡新,刘汉龙,朱伟.水泥固化土工程特性试验研究[J].岩土工程学报,2000,22(5):549-554.TANG Yi-xin,LIU Han-long,ZHU Wei.Study of engineering properties of cement-stabilized soil[J].Chinese Journal of Geotechnical Engineering,2000,22(5):549-554.
[14]朱伟,张春雷,高玉峰,等.海洋疏浚泥固化处理土基本力学性质研究[J].浙江大学学报(工学版),2005,39(10):1561-1565.ZHU Wei,ZHANG Chun-lei,GAO Yu-feng,et al.Fundamental mechanical properties of solidified dredgedmarine sediment[J].Journal of Zhejiang University(Engineering Science),2005,39(10):1561-1565.
[15]丁建文,张帅,洪振舜,等.水泥-磷石膏双掺固化处理高含水率疏浚淤泥试验研究[J].岩土力学,2010,31(9):2817-2822.DING Jian-wen,ZHANG Shuai,HONG Zhen-shun,et al.Experimental study of solidification of dredged clays withhigh water content by adding cement and phosphogypsumsynchronously[J].Rock and Soil Mechanics,2010,31(9):2817-2822.
[16]HORPIBULSUK S,MIURA N,NAGARAJ T S.Assessment of strength development in cement-admixedhigh water content clays with Abrams law as basis[J].Géotechnique,2003,53(4):439-444.
[17]LIU S Y,ZHANG D W,LIU Z B,et al.Assessment ofunconfined compressive strength of cement stabilizedmarine clay[J].Marine Georesources&Geotechnology,2008,26(1):19-35.
[18]SATOH T,TSUCHIDA T,MRRSUKURI K,et al.Fieldplacing test of lightweight treated soil under seawater inKumamoto Port[J].Soils and Foundations,2001,41(5):145-154.
[19]BOUTOUIL M,LEVACHER D.Effect of high initialwater content on cement-based sludge solidification[J].Ground Improvement,2005,9(4):169-174.
[20]VOCKA R,GALLE C,DUBOIS M,et al.Mercuryintrusion porosimetry and hierarchical structure of cementpastes:Theory and experiment[J].Cement and ConcreteResearch,2000,30(4):521-527.