海洋土工程特性
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参考文献

[1]冯秀丽,沈渭铨,等.海洋工程地质专论[M].青岛:中国海洋大学出版社,2006.

[2]王琦,朱而勤,等.海洋沉积学[M].北京:科学出版社,1989.

[3]Poulos H G.Marine geotechnics[M].School of Civil and Mining Engineering University of Scydney.London:Unwin Hyman,1988.

[4]Keller G H.Shear strength and other physicak properties of sediments from some ocean basins Proc[J].Civil Engineering in the Oceans Asce,1967,391-417.

[5]高国瑞,等.近代土质学[M].南京:东南大学出版社,1980.

[6]常士骠.工程地质手册[M].北京:中国建筑工业出版社,2007.

[7]Bishop A W,Bejerrum L.The relevance of the triaxial test to the solution of stability problems[C].ASCE Research Conference on Shear Strength of Cohesive soils,Boulder,CO.1960,437-501.

[8]Bjerrum L.Problem of soil mechanics and construction on soft clays and structurally unstable soil(collapsible,expansive and others)[C].Proceeding 8th International Conference Soil Mechanics Foundation Engineering,Moscow,1973,3:111-159.

[9]Leroueil S,La Rochelle,P.Remarks on the stability of temporary cuts[J].Canadian Geotechnical Journal,1990,27(27):687-692.

[10]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.

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

[12]Kang X,Onyejekwe S,Ge L,et al.Spatial variation and correlation between undrained shear strength and plasticity index[C]//Proceedings of the Geo-Frontiers 2011conference,March 13-16,2011,Dallas,Texas.Reston,VA:American Society of Civil Engineers,2011: 2631-2639.

[13]谢桂华.岩土参数随机性分析与边坡稳定可靠度研究[D].长沙:中南大学,2009.

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

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

[16]Vanmarcke E H.Probabilistic modeling of soil profiles[J].Journal of the geotechnical engineering division,1977,103(11):1227-1246.

[17]Soulie M,Montes P,Silvestri V.Modelling spatial variability of soil parameters[J].Canadian Geotechnical Journal,1990,27(5):617-630.

[18]DeGroot D J,Baecher G B.Estimating autocovariance of in-situ soil properties[J].Journal of Geotechnical Engineering,1993,119(1):147-166.

[19]Jaksa M B,Brooker P I,Kaggwa W S.Inaccuracies associated with estimating random measurement errors[J].Journal of Geotechnical and Geoenvironmental Engineering,1997,123(5):393-401.

[20]Focht J A.Discussion of“Factors of safety and reliability in geotechnical engineering”[J].Journal of Geotechnical and Geoenvironmental Engineering,2001,127(8):704-706.

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

[22]Phoon K K,Quek S T,An P.Geostatistical analysis of cone penetration test(CPT)sounding using the modified Bartlett test[J].Canadian Geotechnical Journal,2004,41(2):356-365.

[23]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,1992,14(2):55-60.

[24]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.

[25]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.

[26]贾晓黎.土性剖面的随机场特性及其应用研究[D].天津:天津大学,1985.

[27]Almeida M S S,Jamiolkowski M,Peterson R W.Preliminary result of CPT tests in calcareous Quiou sand[C]//Proceedings of the International Symposium on calibration chamber testing.London:Elsevier,1991:41-53.

[28]吴鸿云,陈新明,高宇清.十字板优化轴试验研究[J].湖南有色金属,2006,22(6):58-61.

[29]孟令福.微型十字板的应用实践[J].水文地质工程地质,2004,31(5):112,114.

[30]Seed H B,Idriss I M.Simplified procedure for evaluating soil liquefaction potential[J].Journal of Soil mechanics &Foundations Div,1971,97(9):1249-1273.

[31]Martin G R,Finn W D L,Seed H B.Fundementals of liquefaction under cyclic loading[J].Journal of Geotechnical and Geoenvironmental Engineering,1975,101(5):423-438.

[32]钱家欢,殷宗泽.土工原理与计算[M].北京:中国水利水电出版社,1996,491-536.

[33]Seed H B,Chan C K.Clay strength under earthquake loading conditions[J].Journal of Soil Mechanics &Foundations Div,1966,92(2),53-78.

[34]Andersen K H,Rosenbrand W F,Brown S F,et al.Cyclic and static laboratory tests on Drammen clay[J].Journal of the Geotechnical Engineering Division,1980,106(5):499-529.

[35]Andersen K H,Lauritzsen R.Bearing capacity for foundations with cyclic loads[J].Journal of Geotechnical Engineering,1988,114(5):540-555.

[36]Andersen K H,Kleven A,Heien D.Cyclic soil data for design of gravity structures[J].Journal of Geotechnical Engineering,1988,114(5):517-539.

[37]Boulanger R W,Idriss I M.Liquefaction susceptibility criteria for silts and clays[J].Journal of Geotechnical and Geoenvironmental Engineering,2006,132(11):1413-1426.

[38]Boulanger R W,Meyers M W,Mejia L H,et al.Behavior of a fine-grained soil during the Loma Prieta earthquake[J].Canadian Geotechnical Journal,1998,35(1):146-158.

[39]Boulanger R W,Idriss I M.Evaluation of cyclic softening in silts and clays[J].Journal of Geotechnical and Geoenvironmental Engineering,2007,133(6):641-652.

[40]Chen W,Randolph M F.Uplift capacity of suction caissons under sustained and cyclic loading in soft clay[J].Journal of Geotechnical and Geoenvironmental Engineering,2007,133(11):1352-1363.

[41]Hyodo M,Yamamoto Y,Sugiyama M.Undrained cyclic shear behaviour of normally consolidated clay subjected to initial static shear stress[J].Soils and Found,1994,34(4):1-11.

[42]Chu D B,Stewart J P,Boulanger R W,et al.Cyclic softening of low-plasticity clay and its effect on seismic foundation performance[J].Journal of Geotechnical and Geoenvironmental Engineering,2008,134(11):1595-1608.

[43]Hanna A M,Javed K.Design of foundations on sensitive Champlain Clay subjected to cyclic loading[J].Journal of Geotechnical and Geoenvironmental Engineering,2008,134(7):929-937.

[44]Okur D V,Ansal A.Stiffness degradation of natural fine grained soils during cyclic loading[J].Soil Dynamics and Earthquake Engineering,2007,27(9):843-854.

[45]Matasovic N,Vucetic M.Generalized cyclic-degradation-pore-pressure generation model for clays[J].Journal of geotechnical engineering,1995,121(1):33-42.

[46]Ansal A M,Erken A.Undrained behavior of clay under cyclic shear stresses[J].Journal of Geotechnical Engineering,1989,115(7):968-983.

[47]Azzouz A S,Malek A M,Baligh M M.Cyclic behavior of clays in undrained simple shear[J].Journal of Geotechnical Engineering,1989,115(5):637-657.

[48]Hyde A F L,Yasuhara K,Hirao K.Stability criteria for marine clay under one-way cyclic loading[J].Journal of geotechnical engineering,1993,119(11):1771-1789.

[49]沈孝宇,初振环.饱水黏性土主固结理论(续):主固结过程黏性土含水量与时间的关系[J].地球科学:中国地质大学学报,2009,34(5):861-869.

[50]胡海英,王钊.含水量对压实黏土的变形及强度性能的影响[J].公路,2007(2):1-6.

[51]刘熙媛,樊申,窦远明,等.河北省非饱和土含水量与抗剪强度参数关系的试验研究[J].河北工业大学学报,2006,35(3):96-99.

[52]张高宁.高含水量对曼谷软土水泥土不排水剪切强度特性的影响[J].路基工程,2012(3):93-96.

[53]陈环,鲍秀清.负压条件下土的固结有效应力[J].岩土工程学报,1984,6(5):39-47.

[54]陈环.真空预压法机理研究十年[J].港口工程,1991(4):17-26.

[55]高志义.真空预压法的机理分析[J].岩土工程学报,1989,11(4):45-56.

[56]杨国强.真空预压法机理探讨[J].水运工程,1991(6):34-38.

[57]钱家欢,赵维炳.真空预压砂井地基固结分析的半解析方法[J].中国科学A辑,1988,4:439-448.

[58]龚晓南,岑仰润.真空预压加固软土地基机理探讨[J].哈尔滨建筑大学学报,2002,35(2):7-10.

[59]叶柏荣.关于吹填浮泥造陆的技术问题[J].港工技术,1994,1:41-45.

[60]闫澍旺,陈环.用真空加固软土地基的机制与计算方法[J].岩土工程学报,1986,8(2):35-44.

[61]董志良,李婉,张功新.真空预压法加固潮间带软土地基的试验研究[Z].广东省岩土力学与工程学会成立20周年塈2006年学术研讨会,2006.

[62]董志良.堆载及真空预压砂井地基固结解析理论[J].水运工程,1992(9):1-7.

[63]董志良,胡利文,张功新.真空及真空联合堆载预压法加固软基的机理与理论研究[J].水运工程,2005(9):83-91.

[64]徐泽中,刘世同.真空堆载联合预压法的渗流分析[J].河海大学学报:自然科学版,2002,30(3):85-88.

[65]柴玉卿.真空堆载联合预压法的固结与渗流研究[D].南京:河海大学,2001.

[66]岑仰润.真空预压加固地基的试验及理论研究[D].杭州:浙江大学,2003.

[67]邱长林,闫澍旺,孙立强,等.孔隙变化对吹填土地基真空预压固结的影响[J].岩土力学,2013,34(3):631-638.

[68]叶正强,张森安.黏性土的渗透规律性研究[J].东南大学学报:自然科学版,1999,29(5):121-125.

[69]谢新宇,朱向荣,谢康和,等.饱和土体一维大变形固结理论新进展[J].岩土工程学报,1997,19(4):30-38.

[70]高长胜,汪肇京.井阻和涂抹作用在排水板地基设计中的应用[J].水利水运科学研究,1999(3):213-222.

[71]薛红波,娄炎.砂井真空排水法加固饱和软土地基的强度特征[J].水利学报,1990(6):61-68.

[72]Leong E C,Soemitro R A A,Rahardjo H.Soil improvement by surcharge and vacuum preloadings[J].Geotechnique,2000,50(5):601-605.

[73]黄腾,张迎春,杨春林,等.真空联合堆载加固软基的抗滑稳定性模型与应用[J].水运工程,2001(2):11-15.

[74]赵明华,向臻锋,曾广冼.真空预压下土体强度增长机理及其计算方法研究[J].勘察科学技术,2006(1):3-5.

[75]徐宏,邓学钧,齐永正,等.真空预压排水固结软土强度增长规律性研究[J].岩土工程学报,2011,32(2):285-290.

[76]高志义,张美燕,刘立钰,等.真空预压加固的离心模型试验研究[J].港口工程,1988,3:18-24.

[77]Cognon J M,Juran I,Thevanayagam S.Vacuum consolidation technology-principles and field experience[C]//Vertical and horizontal deformations of foundations and embankments.ASCE,1994:1237-1248.

[78]Bergado,D.,Chai,J.,Miura,N.,etc.PVD improvement of soft Bangkok clay with combined vacuum and reduced sand embankment preloading[J].Geotechnical Engineering,1998,29(1):1-10.

[79]高志义,张美燕.真空预压联合电渗法室内模型试验研究[J].中国港湾建设,2000(5):58-61.

[80]刘汉龙,陈永辉.真空预压技术加固海堤深厚软基原型试验研究[J].东南大学学报:英文版,2004,20(1):96-101.

[81]彭劼,刘汉龙,丰土根.真空预压法及真空-堆载联合预压法的室内试验研究[J].岩土力学,2005(S2):103-106.

[82]孙立强.超软吹填土地基真空预压理论及模型试验的研究[D].天津:天津大学,2010.

[83]Saowapakpiboon J,Bergado D T,Voottipruex P,et al.PVD improvement combined with surcharge and vacuum preloading including simulations[J].Geotextiles and Geomembranes,2011,29(1):74-82.

[84]朱平,孙立强,闫澍旺,等.可控通气真空预压室内模型试验及其机制分析[J].岩石力学与工程学报,2011(S1):3141-3148.

[85]唐彤芝,董江平,黄家青,等.薄砂层长短板结合真空预压法处理吹填淤泥土试验研究[J].岩土工程学报,2012,34(5):899-905.

[86]王军,张乐,刘飞禹,等.真空预压-电渗法联合加固软黏土地基试验研究[J].岩石力学与工程学报,2014,33(A02):4181-4192.

[87]刘润,闫澍旺,苗中海,等.水下真空预压中真空产生机制的研究[J].中国港湾建设,2003(5):29-35.

[88]Colliat J L,Boisard P,Andersen K,et al.Caisson foundations as alternative anchors for permanent mooring of a process barge offshore Congo[J].Publikasjon-Norges Geotekniske Institutt,1996,196:919-929.

[89]Colliat J L,Boisard P,Gramet J C,et al.Design and installation of suction anchor piles at a soft clay site in the Gulf of Guinea[J].Publikasjon-Norges Geotekniske Institutt,1997,199:325-337.

[90]Hung L C,Kim S R.Evaluation of vertical and horizontal bearing capacities of bucket foundations in clay[J].Ocean Engineering,2012,52:75-82.

[91]Terzaghi K.Theoretical soil mechanics[J].Wiley,New York,1943:510-511.

[92]Meyerhof G G.The Ultimate bearing capacity of foudations[J].Geotechnique,1951,2(4):301-332.

[93]Hansen J B.A revised and extended formula for bearing capacity[J].Danish Geotechnical Institute Bulletin,1970,28:5-11.

[94]Vesic A S.Analysis of ultimate loads of shallow foundations[J].International Journal of Rock Mechanics &Mining Science &Geomechanics Abstracts,ASCE,1973,99(1):45-73.

[95]Byrne B W,Houlsby G T.Drained behaviour of suction caisson foundations on very dense sand[C].Houston:Offshore Technology Conference,1999:3-6.

[96]Yun G,Bransby M F.The undrained vertical bearing capacity of skirted foundations[J].Soils and foundations,2007,47(3):493-505.

[97]Villalobos F.Bearing capacity of skirted foundations in Sand[C].Valparaiso:VI Congreso Chileno de Geotecnia,2007.

[98]Ibsen L B,Barari A,Larsen K A.Modified vertical bearing capacity for circular foundations in sand using reduced friction angle[J].Ocean Engineering,2012,47:1-6.

[99]周中,傅鹤林.圆形浅基础地基承载力的理论解[J].长沙铁道学院学报,2002,20(3):12-16.

[100]张宇,王梅,楼志刚.竖向载荷作用下桶形基础与土相互作用机理研究[J].土木工程学报,2005,(2):97-101.

[101]任志善,张慧乐,李从昀.圆形浅基础承载力计算新模型及验证[J].岩土工程技术,2009(4):167-171.

[102]王晖,王乐芹,周锡礽,等.软黏土中桶形基础的上限法极限分析模型及其计算[J].天津大学学报,2006,39(3):273-279.

[103]张建红,林小静,鲁晓兵.水平荷载作用下张力腿平台吸力式基础的物理模拟[J].岩土工程学报,2007,29(1):77-81.

[104]孙曦源,栾茂田,唐小微.饱和软黏土地基中桶形基础水平承载力研究[J].岩土力学,2010,31(2):667-672.

[105]Zhang J H,Chen Z Y,Li F.Three dimensional limit analysis of suction bucket foundations[J].Ocean Engineering,2010,37(8):790-799.

[106]金书成,张永涛,杨炎华,等.饱和砂土地基中吸力式桶形基础水平承载力研究[J].岩土力学,2013,34(S1):221-227.

[107]Achmus M,Akdag C T,Thieken K.Load-bearing behavior of suction bucket foundations in sand[J].Applied Ocean Research,2013,43:157-165.

[108]Byrne B,Houlsby G,Martin C,et al.Suction caisson foundations for offshore wind turbines[J].Wind Engineering,2002,26(3):145-155.

[109]Byrne B W,Houlsby G T.Foundations for offshore wind turbines[J].Philosophical Transactions of the Royal Society of London.Series A:Mathematical,Physical and Engineering Sciences,2003,361(1813):2909-2930.

[110]Villalobos F A.Model testing of foundations for offshore wind turbines[D].Oxford:University of Oxford,2006.

[111]Barari A,Ibsen L B.Undrained response of bucket foundations to moment loading[J].Applied Ocean Research,2012,36:12-21.

[112]Zhu B,Zhang W,Ying P,et al.Deflection-based bearing capacity of suction caisson foundations of offshore wind turbines[J].Journal of Geotechnical and Geoenvironmental Engineering,2014,140(5):4014-4013.

[113]Bransby M F,Yun G J.The undrained capacity of skirted strip foundations under combined loading[J].Géotechnique,2009,59(2):115-125.

[114]Taiebat H A,Carter J P.A failure surface for circular footings on cohesive soils[J].Géotechnique,2010,60(4):265-273.

[115]Gourvenec S,Barnett S.Undrained failure envelope for skirted foundations under general loading[J].Géotechnique,2010,61(3):263-270.

[116]Hung L C,Kim S R.Evaluation of undrained bearing capacities of bucket foundations under combined loads[J].Marine Georesources &Geotechnology,2014,32(1):76-92.

[117]Ibsen L B,Larsen K A,Barari A.Calibration of failure criteria for bucket foundations on drained sand under general loading[J].Journal of Geotechnical and Geoenvironmental Engineering,2014,140(7):1-16.

[118]范庆来,栾茂田.V-H-T荷载空间内海上风机桶形基础破坏包络面特性分析[J].土木工程学报,2010,43(4):113-118.

[119]范庆来,栾茂田,宫秀滨.正常固结软黏土地基上裙板式基础统一破坏包络面方程(英文)[J].岩土工程学报,2012,34(10):1917-1924.

[120]范庆来,赵海涛,郑静,等.非共面复合加载条件下桶形基础稳定性研究[J].岩土力学,2013,34(12):3641-3645.

[121]API RP 2A.Recommended practice for planning,designing,and construction fixed offshore platforms[S].Washington:American Petroleum Institute,2000.

[122]DNV.Classification notes No.30.4,Foundations[S].Norway:Det Norske Veritas,1992.

[123]Tapper L,Byrne B W,Martin C M.Combined load capacity of grillage foundations on loose sand[C]//Gaudin C,White D.ICPMG2014-Physical Modelling in Geotechnics:Proceedings of the 8th International Conference on Physical Modelling in Geotechnics.Boca Raton:CRC Press,2014,1:629-636.

[124]Gourvenec S,Randolph M,Kingsnorth O.Undrained bearing capacity of square and rectangular footings[J].International Journal of Geomechanics,2006,6(3):147-157.

[125]Gourvenec S,Barnett S.Undrained failure envelope for skirted foundations under general loading[J].Géotechnique,2011,61(3):263.

[126]Feng X,Randolph M F,Gourvenec S,et al.Design approach for rectangular mudmats under fully three-dimensional loading[J].Géotechnique,2014,64(1):51-63.

[127]应永法,泮威风.圆形板基础下地基强度和变形非线性性状研究[J].岩土力学,2002,23(2):250-256.

[128]陈祖煜,高锋.地基承载力的数值分析方法[J].岩土工程学报,1997,19(5):6-13.

[129]李伟,熊巨华,杨敏.方形浅基础地基极限承载力的理论解[J].同济大学学报:自然科学版,2004,32(10):1325-1327.

[130]周中,傅鹤林,李亮.圆形浅基础地基承载力的理论解[J].长沙铁道学院学报,2002,20(3):12-16.

[131]李亮,杨小礼.圆形浅基础地基承载力极限分析的上限解析解[J].铁道学报,2001,23(1):94-97.

[132]蒋益平,熊巨华.方形和圆形基础地基极限承载力分析[J].岩土力学,2005,26(12):1991-1995.

[133]王红雨,杨敏.临近基坑条形浅基础地基承载力减损的下限估算[J].Chinese Journal of Geotechnical Engineering,2006,28(8):1044-1048.

[134]徐干成,李成学,刘平.各向异性和非均质地基土上浅基础的极限承载力[J].岩土工程学报,2007,29(2):164-168.

[135]王哲,王国才,陈禹,等.矩形浅基础地基极限承载力的理论解[J].岩土力学,2008,29(4):1001-1004.

[136]颜昌武,曾祥勇,邓安福.矩形浅基础作用下层状地基的非线性数值分析[J].地下空间与工程学报,2006,2(5):734-737.

[137]谭越,石云,刘明.管道终端及防沉板基础分析[J].海洋石油,2011,31(3):93-96.

[138]张晖.水下终端管汇结构设计[J].中国石油和化工标准与质量,2013(14):63-65.