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 Wysłany: Czw 21:01, 16 Gru 2010 Temat postu: moncler jacken Σ2 consider the role of reinforcem |
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Σ2 consider the role of reinforcement reinforced earth retaining wall design calculations
8 (2): 2225. (InChinese)) [4】 Zhou Xiaoping, Huang Yu Bin, Ding Zhicheng. Consider the principal stress TERZAGHI ultimate load formula [JJ. Rock Mechanics and Engineering, 2002,21 (10): 1554 A l556. (ZhouXiaoping, HuangYubin, DingZhicheng.InfluenceofintermediateprincipalstressontheformulaofTerzaghiultimatebearingcapacityoffoundations [J]. ChineseJournalofRockMechanicsandEngineering, 2002,21 (10) :1554-1556. (InChinese)) [5】 Zhou Xiaoping. Wang Jianhua. Zhang Yongxing. Three-dimensional stress state of the Ultimate Bearing Capacity Calculation Method [JJ. Chongqing Architecture University,[link widoczny dla zalogowanych], 2002. 24 (3) :28-32. (ZhouXiaoping,[link widoczny dla zalogowanych], WangJianhua,[link widoczny dla zalogowanych], ZhangYongxing, CalculationofuRimatebearingcapacityoffoundationundertriaxialcompressiveloading [J]. JournalofChongqingJianzhuUniversity, 2002.24 (3) :28-32. (InChinese)) 【6】 NONFERROUS METALS. Unified strength theory and its application to elastoplastic analysis of surrounding rock [J] _ China Nonferrous Metals, 2002,12 (5) :1021-1026. (HuXiaorong, YuMaohong.Unifiedstrengthanditsapplicationtoelastoplasticanalysistotunnel [J]. TheChineseJournalofNonferrousMetals. 2002. L2 (5) :1021-1026. (InChinese)) [7】 Zhou Xiaoping, Ha Ling Qiu, Zhang Yongxing. Consider the interaction between cracks unloading confining pressure under the stress-strain relationship [JI. MECHANICS. 2002.23 (2) :227-235. (ZhouXiaoping, HaQiuling,[link widoczny dla zalogowanych], ZhangYongxing, Constitutivemodelforcrack-weakenedrockmassunderconfiningpressureunloadingwithcrackinteractioneffect [J]. ChineseQuarterlyofMechanics, 2002,23 (2) :227-235. (InChinese)) 【8】 Surrounding, Zhang Yongxing, Zhou Xiaoping. To stress the three F's Rankine passive earth pressure formula [J], Rock Mechanics and Engineering, 2005,24 (5) :880-882. (ChenQiunan,[link widoczny dla zalogowanych], ZhangYongxing, ZhouXiaoping.FormulaofRankinepassiveearthpressureundertriaxialcompressiveloading [J]. ChineseJournalofRockMechanicsandEngineering · 2005.24 (51:880-882. (InChinese)) 【9】 ShiJY.SoilMechanics [M]. Bering: ChinaCommunicationsPress, 2004. L0】 【Mao-Hong Yu. double shear theory and its application 【M】. Beijing: Science Press, 1998. (YuMaohong, TwinShearTheoryandItsApplication [M]. Beijing: SciencePress · 1998. (inChinese))
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