海洋土工程特性
上QQ阅读APP看本书,新人免费读10天
设备和账号都新为新人

参考文献

[1]高大钊.岩土工程设计安全度指标及其应用[J].工程勘察,1996(1):1-6.

[2]包乘纲,高大钊,张庆华.地基工程可靠度分析方法研究[M].武汉:武汉测绘科技大学出版社,1996.

[3]Vanmarcke E H.Probabilistic modeling of soil profiles[J].Journal of the Geotechnical Engineering Division,1977,103:1227-1246.

[4]彭大鹏.齐次随机场在分析土性指标中的应用[J].天津大学学报:自然科学与工程技术版,1992(2):118-124.

[5]高大钊.土力学可靠性原理[M].北京:中国建筑工业出版社,1989.

[6]闫澍旺,贾晓黎,郭怀志,等.土性剖面随机场模型的平稳性和各态历经性验证[J].岩土工程学报,1995,17(3):1-9.

[7]刘春原,闫澍旺.岩土参数随机场特性及线性预测[J].岩土工程学报,2002,24(5):588-591.

[8]李镜培,舒翔,丁士君.土性指标的自相关特征参数及其确定原则[J].同济大学学报:自然科学版,2003,31(3):287-290.

[9]徐斌,王大通,高大钊.用相关函数法求静探曲线相关距离的讨论[J].岩土力学,1998(1):55-59.

[10]朱登峰,高大钊.土性平稳随机场的空间统计特性分析[J].岩土力学,2003,24(3):455-457.

[11]刘润,闫澍旺,周宏杰,等.空间随机场模型的建立与桩基竖向承载力的可靠度分析[J].岩土力学,2004,25(10):1603-1608.

[12]包承纲,黄卫峰,张庆华.随机场理论在重力式码头地基承载力计算中的应用.见:地基工程可靠度分析方法研究[M].武汉:武汉测绘科技大学出版社,1996:110-117.

[13]熊启东.上海地区地基承载力的可靠度分析[J].地下空间与工程学报,1996(4):204-208.

[14]高大钊.土的抗剪强度指标的统计与应用.见:地基工程可靠度分析方法研究[M].武汉:武汉测绘科技大学出版社,1996:98-104.

[15]孙万禾,黄传志,叶国良,等.土的抗剪强度指标统计方法的分析[J].中国港湾建设,1996(3):5-16.

[16]中华人民共和国交通运输部.港口工程地基规范:JTS 147-1-2010.北京:人民交通出版社,1998:4.

[17]张庆华,包承纲.改进JC法及其在土工可靠度计算中的应用.见:地基工程可靠度分析方法研究[M].武汉:武汉测绘科技大学出版社,1996:105-109.

[18]文圣常.海浪理论与计算原理[M].北京:科学出版社,1984.

[19]松尾埝.地基工程学[M].万国朝,李杨海,译.北京:人民交通出版社,1990.

[20]孙万禾,黄传志,陈环.中国土木工程学会工程结构可靠性全国学术交流会议[C].南京:中国土木工程学会桥梁及结构工程学会结构可靠度委员会,1992.

[21]黄传志,孙万禾.中国水利学会港口航道专业委员会第四届年会[C].天津:中国水利学会,1989.

[22]黄传志,孙万禾.土性参数概率分析中的几个问题[J].水运工程,1994(4):47-53.

[23]贾晓黎.土剖面的随机场特性及其应用研究[D].天津:天津大学,1995.

[24]刘润.海工结构物地基可靠度及随机有限元分析[D].天津:天津大学,2001.

[25]刘润,闫澍旺.渤海湾地基土随机场特性及可靠度分析[J].岩土工程学报,2004,26(4):464-467.

[26]闫澍旺,周宏杰,刘润,等.海工结构物桩基础竖向稳定性的可靠度分析[J].海洋工程,2004,22(1):19-24.

[27]刘润,闫澍旺,吕涛.信息管理技术在海洋工程地基可靠度分析中的应用[J].海洋技术,2004,4:90-95.

[28]刘润,闫澍旺.软黏土边坡稳定性分析中十字板强度取值的探讨[J].岩石力学与工程学报,2005,24(8):1422-1426.

[29]黄广龙,龚晓南,肖溟.土性参数的随机场模型及桩体沉降变异特性分析[J].岩土力学,2000,21(4):311-315.

[30]陈晓平,孙慕群,吴起星.软基上复杂土坡稳定可靠度研究[J].岩石力学与工程学报,2004,23(6):925-929.

[31]杨强,陈新,周维垣.抗剪强度指标可靠度分析[J].岩石力学与工程学报,2002,21(6):868-873.

[32]梧松,吴玉山.边坡可靠度的随机斜条分法上限解[J].岩石力学与工程学报,2003,22(10):1727-1729.

[33]胡小荣,唐春安.岩土力学参数随机场的空间变异性分析及单元体力学参数赋值研究[J].岩石力学与工程学报,2000,19(1):59-63.

[34]胡小荣,唐春安.岩土力学参数随机场的离散研究[J].岩土工程学报,1999,21(4):450-455.

[35]郭怀志,彭大鹏.材料性能的随机场特性参数的检定方法[J].岩土工程学报,1994,16(3):79-83.

[36]李镜培,高大钊.桩基承载力参数估计的随机场模型[J].岩土工程师,1992(2):1-6.

[37]张征,程祖锋,王恩祥,等.岩土参数随机场空间最优估计精度分析与特异值研究[J].岩石工程学报,1999,21(5):586-590.

[38]冷伍明,赵善锐.土工参数不确定性的计算分析[J].岩土工程学报,1995,17(2):68-74.

[39]李启信,White W,楚剑,等.土层的概率模型及其在桩基分析中的应用[J].岩土工程学报,1989,11(6):120-128.

[40]陈木法.随机场概论[J].数学进展,1989,18(3):294-322.

[41]庞小朝,周小文,温庆博,等.随机场的模拟及其在堤坡可靠性分析中的应用[J].长江科学院院报,2002,19(4):27-29.

[42]马克生,杨晓军,龚晓南.空间随机土作用下的柔性桩沉降可靠性分析[J].浙江大学学报:工学版,2000,34(4):366-369.

[43]周小文,付晖,吴昌瑜.地层特性随机场插值方法应用研究[J].岩土力学,2005,26(2):221-224.

[44]傅旭东.静力触探参数相关范围的估算[J].岩土力学,1999,20(4):76-80.

[45]谢康和,李小勇,虞颜.黏性土地基固结的空间概率特性[J].浙江大学学报:工学版,2002,36(5):588-590.

[46]茜平一,陈晓平.天然地基承载力可靠度的研究[J].岩土力学,1999,20(2):41-45.

[47]李小勇,谢康和.土性参数相关距离的计算研究和统计分析[J].岩土力学,2000,21(4):350-353.

[48]白顺果,张鸿儒,黄春霞.考虑土性参数空间变异性的地基承载力可靠性分析[J].北京交通大学学报,2004,28(1):32-34.

[49]佘跃心,刘汉龙,高玉峰.计算相关距离的神经网络方法[J].岩土力学,2003,24(5):719-722.

[50]洪昌华,龚晓南,赵良荣.土性空间变异性的统计模拟[J].浙江大学学报:工学版,2000(5):527-530.

[51]张维秀,盛崇文.地基土抗剪强度指标统计的方差分离法[J].岩土工程学报,1992(2):55-60.

[52]李小勇,谢康和.土工测试数据的可靠性检验[J].岩土工程师,2000(1):11-14.

[53]赵国藩.工程结构可靠度[M].北京:水利电力出版社,1984.

[54]吴世伟.结构可靠度分析[M].北京:人民交通出版社,1990.

[55]桑国光,张圣坤.结构可靠性原理及其应用[M].上海:上海交通大学出版社,1986.

[56]钱家欢,殷宗泽.土工原理与计算[M].北京:水利电力出版社,1994.

[57]黄文熙.土的工程性质[M].北京:水利电力出版社,1983.

[58]魏汝龙.软黏土的强度和变形[M].北京:人民交通出版社,1987.

[59]H.F.温特科恩,方晓阳.基础工程手册[M].钱鸿缙,叶书麟,译.北京:中国建筑工业出版社,1994.

[60]朱百里,沈珠江.计算土力学[M].上海:上海科学技术出版社,1990.

[61]钱家欢,殷宗泽.土工数值分析[M].北京:中国铁道出版杜,1991.

[62]张学言.岩土塑性力学[M].北京:人民交通出版社,1993.

[63]龚晓南.土塑性力学[M].杭州:浙江大学出版社,1990.

[64]陈环.土力学与地基[M].北京:人民交通出版社,1986.

[65]陈仲颐,叶书麟.基础工程学[M].北京:中国建筑工业出版社,1990.

[66]郑大同.地基极限承载力的计算[M].北京:中国建筑工业出版社,1979.

[67]C.Preston.随机场[M].严士健,等译.北京:北京师范大学出版社,1982.

[68]罗定安.工程结构数值分析方法与程序设计[M].天津:天津大学出版社,1995.

[69]Steven Holzner.Visual Basic 6技术内幕[M].详实翻译组,译.北京:机械工业出版社,1999.

[70]Noel Jerke.Visual Basic6开发人员指南[M].京京翻译组,译.北京:机械工业出版社,1998.

[71]侯钊.天津软土地基[M].天津:天津科学技术出版社,1987.

[72]Yan Shuwang,Zhou Hongjie,Liu Run.Reliability analysis on axially loaded pile foundation of offshore platforms[J].Frontiers in Offshore Geotechnices,Perth,Australia,2005,9:853-858.

[73]Vanmarcke E H.reliability of earth slopes[J].Journal of the Geotechnical Engineering Division,1977,103(11):1247-1265.

[74]K.S.Li,P.Lumb.Probabilistic design of slopes[J].Canadian Geotechnical Journal,1987,24(4):520-535.

[75]Christian J T,Ladd C C,Baecher G B.Reliability applied to slope stability analysis[J].Journal of Geotechnical Engineering,1994,120(12):2180-2207.

[76]Fenton G A,Griffiths D V.Bearing-capacity prediction of spatially random c-φsoils[J].Canadian Geotechnical Journal,2003,40(1):54-65.

[77]Cherubini C.Reliability evaluation of shallow foundation bearing capacity on c′,φ′soils[J].Canadian Geotechnical Journal,2011,37(1):264-269.

[78]Degroot D J,Baecher G B.Estimating autocovariance of in‐situ soil properties[J].Journal of Geotechnical Engineering,1994,119(1):147-166.

[79]Meek D W.A semiparametric method for estimating the scale of fluctuation[J].Computers &Geosciences,2001,27(10):1243-1249.

[80]Cafaro F,Cherubini C.Large sample spacing in evaluation of vertical strength variability of clayey soil[J].Journal of Geotechnical &Geoenvironmental Engineering,2002,128(7):558-568.

[81]Jaksa M B,Brooker P I,Kaggwa W S.Inaccuracies associated with estimating random measurement errors[J].Journal of Geotechnical &Geoenvironmental Engineering,1997,123(125):393-401.

[82]Phoon K K,Quek S T,An P.Identification of statistically homogeneous soil layers using modified bartlett statistics[J].Journal of Geotechnical &Geoenvironmental Engineering,2003,129(7):649-659.

[83]Fenton G A.Random field modeling of CPT data[J].Journal of Geotechnical &Geoenvironmental Engineering,1999,125(126):486-498.

[84]Fenton G A.Estimation for stochastic soil models[J].Journal of Geotechnical &Geoenvironmental Engineering,1999,125(6):470-485.

[85]Ravi V.Statistical modelling of spatial variability of undrained strength[J].Canadian Geotechnical Journal,1992,29(29):721-729.

[86]Jaroslaw Przewlócki.Two-dimensional random field of mechanical soil properties[J].Journal of Geotechnical &Geoenvironmental Engineering,2000,126(4):373-377.

[87]M.Soulié,P.Montes,V.Silvestri.Modelling spatial variability of soil parameters[J].Canadian Geotechnical Journal,1990,27:617-630.

[88]Fenton G A,Griffiths D V.Three-dimensional probabilistic foundation settlement[J].Journal of Geotechnical &Geoenvironmental Engineering,2005,131(2):232-239.

[89]Fenton G A,Griffiths D V.Probabilistic foundation settlement on spatially random soil[J].Journal of Geotechnical &Geoenvironmental Engineering,2002,128(5):381-390.

[90]Duncan J M.Factors of safety and reliability in geotechnical engineering[J].Journal of Geotechnical &Geoenvironmental Engineering,2000,126(4):307-316.

[91]Griffiths D V,Fenton G A,Manoharan N.bearing capacity of rough rigid strip footing on cohesive Soil:Probabilistic Study[J].Journal of Geotechnical &Geoenvironmental Engineering,2002, 128(9):743-755.

[92]Paice G M,Griffiths D V,Fenton G A.Finite element modeling of settlements on spatially random soil[J].Journal of Geotechnical Engineering,1996,122(9):777-779.

[93]Griffiths D V,Fenton G A.Probabilistic slope stability analysis by finite elements[J].Journal of Geotechnical &Geoenvironmental Engineering,2004,130(5):507-518.

[94]Al-Homoud A S,Tanash N.Modeling uncertainty in stability analysis for design of embankment dams on difficult foundations[J].Engineering Geology,2004,71(3-4):323-342.

[95]Al-Homoud A S,Tahtamoni W W.Reliability analysis of three-dimensional dynamic slope stability and earthquake-induced permanent displacement[J].Soil Dynamics &Earthquake Engineering,2000,19(2):91-114.

[96]Hassan A M,Wolff T F.Search algorithm for minimum reliability index of earth slopes[J].Journal of Geotechnical &Geoenvironmental Engineering,2001,127(2):301-308.

[97]Griffiths D V,Fenton G A.Three-dimensional seepage through spatially random soil[J].Journal of Geotechnical &Geoenvironmental Engineering,1997,123(2):153-160.

[98]Hall P,Patil P.Properties of nonparametric estimators of autocovariance for stationary random fields[J].Probability Theory &Related Fields,1994,99(3):399-424.

[99]Baker R.Modeling soil variability as a random field[J].Journal of the International Association for Mathematical Geology,1984,16(5):435-448.

[100]Goovaerts P.Geostatistical modelling of uncertainty in soil science[J].Geoderma,2001,103(1):3-26.

[101]Robertson G P,Crum J R,Ellis B G.The spatial variability of soil resources following long-term disturbance[J].Oecologia,1993,96(4):451-456.

[102]Chien,YiJu,Lee,et al.Geostatistical analysis of soil properties of mid-west taiwan soils[J].Soil Science,1997,162(4):291-298.

[103]Heuvelink G B M,Webster R.Modelling soil variation:past,present,and future[J].Geoderma,2001,100(3-4):269-301.

[104]J.Przewlócki,J.Górski.Strip foundation on 2-D and 3-D random subsoil[J].Probabilistic Engineering Mechanics,2001,16(2):121-136.

[105]M.Uzielli,G.Vannucchi,K.K.Phoon.Random field characterisation of stress-normalised cone penetration testing parameters[J].Geotechnique,2005,55(1):3-20.

[106]Phoon K K,Quek S T,An P.Geostatistical analysis of cone penetration test(CPT)sounding u

sing the modified Bartlett test[J].Canadian Geotechnical Journal,2004,41(41):356-365.[107]Vrouwenvelder T,Calle E.Measuring spatial correlation of soil properties[J].Heron,2003,5(4):297-311.

[108]Stolle D,Guo P,Sedran G.Impact of random soil properties on stress-strain response[J].Canadian Geotechnical Journal,2011,41(2):351-355.

[109]Lark R M.Optimized spatial sampling of soil for estimation of the variogram by maximum likelihood[J].Geoderma,2002,105(1-2):49-80.

[110]Sidi I,Chowdhury R N,Tang W H,et al.Reliability model of progressive slope failure[J].Géotechnique,1987,37(37):467-481.

[111]Elramly H,Morgenstern N R,Cruden D M.Probabilistic slope stability analysis for practice[J].Canadian Geotechnical Journal,2002,39(3):665-683.

[112]Whitman R V.Evaluating calculated risk in geotechnical engineering[J].Journal of Geotechnical Engineering,1984,110(2):143-188.

[113]Tang W H,Yucemen M S,Ang H S.Probability-based short term design of slope[J].Canadian Geotechnical Journal,2011,13(3):201-215.

[114]Nguyen V U,Chowdhury R N.Simulation for risk analysis with correlated variables[J].Géotechnique,1985,35(1):47-58.

[115]Matsuo M,Kuroda K.Probabilistic approach to design of embankments[J].Soils &Foundations,1974,14(2):1-17.

[116]Lumb P.The variability of natural soils[J].Canadian Geotechnical Journal,1966,3(2):74-97.

[117]K.S.Li.Discussion of“probabilistic potentiometric surface mapping”[J].Journal of Geotechnical Engineering,1991,117:1457-1458.

[118]Honjo,Y.,Kuroda,K.A new look at fluctuating geotechnical data for reliability design[J].Soils and Foundations,1991(31):110-120.

[119]Alonso E E.Risk analysis of slopes and its application to slopes in Canadian sensitive clays[J].Géotechnique,1976,26(3):453-472.

[120]Heuvelink G B M,Pebesma E J.Spatial aggregation and soil process modelling[J].Geoderma,1999,89(1):47-65.