河南郑宏建筑工程有限公司怎么样
河南郑宏建筑工程有限公司很好。根据查询相关公开信息显示:郑州郑宏建筑有限公司是答清源2016-10-26注册成立的有限责任公清态司(自然人独资),注册地正睁址位于河南省郑州市新郑市中华路与陶文路交叉口向北200米路西166号。内部管理精细,有强力的团队,人员素养自豪自尊,薪资很丰厚。
[1]尤明庆岩石的强度准则及中间主应力的影响焦作工学院学报,2001,(6):474~478
[2]You MingqingTrue triaxial strength criterion of rockSubmitted to InterJRock MechMinSci,2007
[3]郑颖人,沈珠江岩土塑性力学原理重庆:中国人民解放军后勤工程学院出版社,199822~25,60~71
[4]Nadai ATheory of flow and fracture of solids,vol1,New York:McGraw-Hill1950
[5]Drucker D C and Prager WSoil mechanics and plastic analysis or limit designQuartApplMath,195210:
157~165
[6]周维垣主编高等岩石力学北京:水利电力出版社,198954~55,23~25
[7]李世平,吴振业,贺永年等简明岩石力学教程北京:煤炭工业出版社,199631~32
[8]孙均地下工程设计理论与实践上海:上海科学技术出版社,1996105
[9]姚伟明,李同春,任旭华等岩石材料包络型复合弹塑性计算模型岩土工程学报,1999,21(1):95~99
[10]蔡美峰岩石力学与工程北京:科学出版社,2002219~228
[11]徐卫亚,韦立德岩石损伤统计本构模型的研究岩石力学与工程学报,2002,21(6):787~791
[12]韦立德,徐卫亚具有统计损伤的岩石弹塑性本构模型的研究岩石力学与工程学报,2004,23(12):
1971~1975
[13]叶金汉主编岩石力学粗毕晌参数手册北京:水利电力出版社,1991425~数槐501
[14]李春光,郑宏,葛修润等双参数抛物线型Mohr 强度准则及其材料破坏规律研究岩石力学与工程学报,2005,24(24):4428~4433
[15]Murrell S A FA criterion for brittle fracture of rocks and concrete under triaxial and the effect of pore pressure on the criterionIn:ProcFifth Rock MechSymp,University of Minnesota,Also in:Fairhurst CRock MechanicsOxford:Pergamon,1963563~567
[16]贺永年关于Griffith 准则的 Murrell 三维推广力学与实践,1990,12(5):22~24
[17]中国科学院工程岩锋力学研究所译(耶格 J C,库克 N G W 著)岩石力学基础北京:科学出版社,1981126~129
[18]Mogi KFracture and flow of rocks under high triaxial compression,JgeophysRes,1971,76:
1255~1269
[19]Haimson BTrue triaxial stresses and the brittle fracture of rockPure and applied geophysics,2006,163:
1101~1130
[20]Haimson B,Chang CA new true triaxial cell for testing mechanical properties of rock,and its use to determine rockstrength and deformability of westerly graniteInterJRock MechMinSci,2000,37:285~296
[21]Chang C,Haimson B CTrue triaxial strength and deformability of the KTB deep hole amphiboliteJGeophysRes2000,105:
18999~19014
[22]Al-Ajmi A M,Zimmerman R WRelation between the Mogi and the Coulomb failure criteriaInterJRock MechMinSci,2005,42:431~439
[23]Von Karman TFestigkeitsversuche unter all seitigem DruckZVerein DeutIngr,1911,55:
1749~1759
[24]Böker,RDie Mechanik der bleibenden Formanderung in kristallinisch aufgebauten Körpern,VerhandlDeutIngrMittForsch,1915,175:
1、~51
[25]Handin J,Heard H C,Magouirk J NEffect of the intermediate principal stress on the failure of limestone,dolomite,and glass at different temperature and strain rateJGeophysRes1967,72:611~640
[26]Mogi KEffect of the intermediate principal stress on rock failureJGeopysRes,1967,72:5117~5131
[27]Colmenares L B,Zoback M DA statistical evaluation of intact rock failure criteria constrained by polyaxial test data for five different rocksInterJRock MechMinSci,2002,39(6):695~729
[28]Emmermann R,Lauterjung JThe German continental deep drilling program KTB:Overview and major resultsJGeophysRes,1997,102:
18179~18201
[29]Brudy M,Zoback M D,Fuchs K,et alEstimation of the complete stress tensor to8kmdepth in the KTB scientific drill holes:implications for crustal strength,JGeophysRes,1997,102:
18453~18475
[30]Vernik L,Zoback M DEstimation of maximum horizontal principal stress magnitude from stress-induced well bore breakouts in the cajon pass scientific research borehole,JGeophysRes,1992,97:5109~5119
[31]Haimson B,Chang CTrue triaxial strength of the KTB amphibolite under borehole wall conditions and its use to estimatethe maximum horizontal in-situ stress,JGeophysRes,2002,107(B10),ETG15:
1、~14,doi:
101029/2001JB000647
[32]Yoshinaka R,Yamabe TA strength criterion of rocks and rock massesIn:Procof the InterSympon Weak Rock,Tokyo,1981613~618
[33]刘宝琛,崔志莲,涂继飞幂函数型岩石强度准则研究岩石力学与工程学报,1997,16(5):437~444
[34]尤明庆岩石的强度和强度准则岩石力学与工程学报,1998,17(5):602~604
[35]张金铸,林天健三轴试验中岩石的应力状态和破坏性质力学学报,1979,(2):99~105
[36]Mogi KEffect of the triaxial stress systems on the failure of dolomite and limestoneTectono-physics,1971,11:
111~127
[37]Mogi KFracture and flow of rocksTectono-physics,1972,13:541~568
[38]许东俊,耿乃光中等主应力变化引起的岩石破坏与地震地震学报,1984,6(2):
159~165
[39]Brace W FBrittle fracture of rocksIN:Judd W RState of stress in the earth’s crustNew York:Eleviser,1964111~174
[40]Brown E TFracture of rock under uniform biaxial compressionIn:Proc3rd congrIntSocRock MechDenver,1974,2A,111~117
[41]Chang C,Haimson BTwo distinct modes of compressive failure in rocksIN:Elsworth D,Tinucci J,Heasley KRock Mechanics in the National Interest(Vol II)Netherlands:A A Balkema,20011251~1258
[42]Kim M K,Lade P VModeling rock strength in three dimensionsInterJRock MechMinSci,1984,21(1):21~33
[43]Wiebols G A,Cook N G WAn energy criterion for the strength of rock in polyaxial compressionInterJRock MechMinSci,1968,5:529~549
[44]Zhou SA program to model the initial shape and extent of borehole breakoutComputers and Geosciences,1994,20:
1143~1160
[45]尤明庆岩石的强度准则和真三轴压缩试验结果的讨论岩土力学,2007
[46]俞茂宏双剪理论及其应用北京:科学出版社,1998
[47]Mao-hong YuAdvances in strength theories for materials under complex stress state in the 20thCenturyApplied Mechanics Reviews,2002,55(3):
169~218
[48]陈秋南,张永兴,刘新荣等考虑 σ2作用的加筋土挡墙筋材设计计算岩石力学与工程学报,2006,25(2):241~245
[49]刘国华,王振宇爆破荷载作用下隧道的动态响应与抗爆分析浙江大学学报(工学版),2004,38(2):204~209
[50]黄煜镔,朱礼君三维应力状态下圆筒形巷道塑性区次生应力、半径和位移地下空间,2004,24(1):5~6
[51]谢兴华,速宝玉,詹美礼基于应变的脆性岩石破坏强度研究岩石力学与工程学报,2004,23(7):
1087~1090
[52]过镇海混凝土的强度与变形北京:清华大学出版社,1997118~119
[53]Perice F TTensile test for cotton yarns vs“the weakest link”JTextile Inst,1926,17355~368
[54]余寿文,冯西桥损伤力学北京:清华大学出版社,199937~40,57~58
[55]Kachonov L MOn the time to failure under creep conditionIzvAkadNauk,USSROtdTekhnNauk1958,8:26~31
[56]Lemaitre Jevaluation of dissipation and damage in metals submitted to dynamic loadingIn:Proceedings of ICM-1,Kyoto,1971
[57]Hudson J A,Harrison J PEngineering Rock Mechanics:An introduction to the principlesNew York:Elsevier Science Inc,1997100~101
[58]唐春安岩石破裂过程中的灾变北京:煤炭工业出版社,1993
[59]张全胜,杨更社,任建喜岩石损伤变量及本构方程的新探讨中国岩石力学与工程学会第七次学术大会论文集北京:科学技术出版社,2002147~150
[60]曹文贵,赵明华,刘成学岩石损伤统计强度理论研究岩土工程学报,2004,26(6):820~823
[61]周维垣,吴澎,杨若琼节理岩体的损伤模型见:中国岩石力学与工程学会教育工作委员会编岩石力学新进展沈阳:东北工学院出版社,198937~54
[62]Hojem J P M,Cook N G W,Heins CA stiff,two meganewton testing machine for measuring the“work-softening”behavior of brittle materialsS A MechEng,1975,25:250~270
[63]曹文贵,赵明华,刘成学基于 Weibull 分布的岩石损伤软化模型及其修正方法研究岩石力学与工程学报,2004,23(19):3226~3231
[64]曹文贵,赵明华,唐学军岩石破裂过程的统计损伤模拟研究岩土工程学报,2003,25(2):
184~187
[65]曹文贵,方祖烈,唐学军岩石损伤软化统计本构模型之研究岩石力学与工程学报,1998,17(6):628~633
[66]杨强岩石损伤力学发展现状和面临的问题见:第七届全国岩石力学与工程会议论文集北京:科学技术出版社,200246~50
[67]黄克智,肖纪美主编材料的损伤断裂机理和宏微观力学理论北京:清华大学出版社,1999序言
[68]尤明庆岩样单轴压缩的失稳破坏和试验机加载性能岩土力学,1998,19(3):43~49
以上就是关于河南郑宏建筑工程有限公司怎么样全部的内容,包括:河南郑宏建筑工程有限公司怎么样、参考文献、等相关内容解答,如果想了解更多相关内容,可以关注我们,你们的支持是我们更新的动力!
免责声明:本站发布的教育资讯(图片、视频和文字)以本站原创、转载和分享为主,文章观点不代表本网站立场。
如果本文侵犯了您的权益,请联系底部站长邮箱进行举报反馈,一经查实,我们将在第一时间处理,感谢您对本站的关注!
新励学网教育平台
海量全面 · 详细解读 · 快捷可靠
累积科普文章数:18,862,126篇