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Wysłany: Czw 23:10, 13 Sty 2011 Temat postu: uggs Steep slope on the high embankment foundation |
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Steep slope on the high embankment foundation ultimate capacity of
bankments [D]. Xi'an: Chang'anUniversity, 2003. [2] Wu Mengjun. Upper limit of slope stability analysis method in the application [J]. Chongqing Jiaotong University, 2002,3 (21) :52-55. WUMeng-jun. Theapplianceofupperboundlimitanalysistohighwayslopestability [J]. JournalofChongqingJiaotongIn-stitute, 21302,[link widoczny dla zalogowanych],21 (3) :52-55. [3] JTGD30 --- 2004, roadbed design [s]. JTGD30 --- 2004, Specificationsfordesignofhighwaysub-grades [S]. [4] Cao Ping, GussmannP. Movement element method and the slope stability analysis [J]. Rock Mechanics and Engineering,[link widoczny dla zalogowanych], 1999,18 (6) :663-666. CAOPi Hello, GussmaunP. Kinematicalelementmethodandslopestabilityanalysis [J]. ChineseJournalofRockMechanicsandEngineering, 1999,18 (6) :663-666. [5] Zhu Dayong, Qian Qi-hu, ZHOU Early, and so on. I thrust the slope based on critical slip field method [J]. Rock Mechanics and Engineering, 1999,18 (6) :667-670. ZHUDa-yong, QIANQi-hu, ZHOUZao-sheng, eta1. Criticalslipfieldofslopebasedontheassumptionofunbalancedthrust-methodlJj. ChineseJournalofRockMechanicsandEngineer-ing, 1999,18 (6) :667-670. [6] Wang Geng-sun. And slope stability analysis of progressive failure [J]. Rock Mechanics and Engineering, 2000,19 (1) :29-33. WANGGeng-sun. Theprogressivefailureofslopeandthesla-bilityanalyses [J]. ChineseJournalofRockMechanicsandEn-gineering, 2000,19 (1) :29-33. [7JChenWF. Limitanalysisandsoilplasticity [M]. Amster-dam: ElsevirScience,[link widoczny dla zalogowanych], 1975. [8] ChenWF, \2005,38 (5) :67-69. WANGZhao, QIAOLi-ping.Criticalheightofreinforcedslopebasedonlimitanalysisupperboundmethod [J]. JournalofWuhanUniversityofHydraulicandElectricEngineering,[link widoczny dla zalogowanych], 2005,38 (5) :67-69. [10] House to defend, Liang, Yang Xiaoli. based on pore water pressure embankment stability analysis [J]. Changsha Railway Institute, 2002,20 (4) :11-15. LOUHan-wei, LIHang, YANGXiao-Li.Stabilityofem.bankmentwithgroundwater [J]. JournalofChangshaRailwayUniversity, 2002,20 (4) :11-15.
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