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#### Article: A rigid finite element method for upper bound limit analysis of soil slopes subjected to pore water pressure

Title A rigid finite element method for upper bound limit analysis of soil slopes subjected to pore water pressure考慮孔隙水壓力的土坡穩定性的剛體有限元上限分析 Yin, JHChen, JLee, CF Slope stability (邊坡穩定)Pore water pressure (孔隙水壓力)Limit analysis (極限分析)Upper bound (上限法)Rigid finite element (剛體有限元)Non linear programming (非線性規劃) 2003 Editorial Office of Chinese Journal of Geotechnical Engineering (巖土工程學報編輯部). The Journal's web site is located at http://218.241.156.197/Jwk_ytgcxb/CN/column/column11.shtml Chinese Journal Of Geotechnical Engineering, 2003, v. 25 n. 3, p. 273-277 How to Cite?巖土工程學報, 2003, v. 25 n. 3, p. 273-277 How to Cite? An upper bound limit analysis method using rigid finite elements is developed. Rigid finite elements are used to discretize the slope media. Kinematically admissible velocity discontinuities are permitted to occur at all inter element boundaries. The traditional definition of factor of safety is adopted in the present method so that the results from the limit analysis can be directly compared with those from methods of slices. The presence of water can be considered through work terms in the energy work balance equation. To do this effectively, the pore water pressure is considered as an external force, similar to gravity and surface tractions. The proposed method formulates the slope stability problem as a non linear optimization problem with constraints based on the yield criterion, flow rule, boundary conditions, and the energy work balance equation. The optimization problem is solved by a sequential quadratic algorithm. 采用一種結合剛體有限元與極限分析上限法來求解邊坡穩定性問題的新方法。借助剛體有限單元離散計算區域并構造運動許可速度場 ,利用傳統的安全系數作為評價邊坡穩定的定量指標。水對邊坡的影響作用可通過虛功方程表現出來 ,將孔隙水壓力當作外力荷載做功。在滿足屈服條件、流動法則、虛功方程以及相應的邊界條件的基礎上 ,引入非線性數學規劃方法求解最小安全系數 http://hdl.handle.net/10722/175569 1000-45482015 SCImago Journal Rankings: 0.781

DC FieldValueLanguage
dc.contributor.authorYin, JHen_US
dc.contributor.authorChen, Jen_US
dc.contributor.authorLee, CFen_US
dc.date.accessioned2012-11-26T08:59:44Z-
dc.date.available2012-11-26T08:59:44Z-
dc.date.issued2003en_US
dc.identifier.citationChinese Journal Of Geotechnical Engineering, 2003, v. 25 n. 3, p. 273-277en_US
dc.identifier.citation巖土工程學報, 2003, v. 25 n. 3, p. 273-277-
dc.identifier.issn1000-4548en_US
dc.identifier.urihttp://hdl.handle.net/10722/175569-
dc.description.abstractAn upper bound limit analysis method using rigid finite elements is developed. Rigid finite elements are used to discretize the slope media. Kinematically admissible velocity discontinuities are permitted to occur at all inter element boundaries. The traditional definition of factor of safety is adopted in the present method so that the results from the limit analysis can be directly compared with those from methods of slices. The presence of water can be considered through work terms in the energy work balance equation. To do this effectively, the pore water pressure is considered as an external force, similar to gravity and surface tractions. The proposed method formulates the slope stability problem as a non linear optimization problem with constraints based on the yield criterion, flow rule, boundary conditions, and the energy work balance equation. The optimization problem is solved by a sequential quadratic algorithm. 采用一種結合剛體有限元與極限分析上限法來求解邊坡穩定性問題的新方法。借助剛體有限單元離散計算區域并構造運動許可速度場 ,利用傳統的安全系數作為評價邊坡穩定的定量指標。水對邊坡的影響作用可通過虛功方程表現出來 ,將孔隙水壓力當作外力荷載做功。在滿足屈服條件、流動法則、虛功方程以及相應的邊界條件的基礎上 ,引入非線性數學規劃方法求解最小安全系數-
dc.languagechien_US
dc.publisherEditorial Office of Chinese Journal of Geotechnical Engineering (巖土工程學報編輯部). The Journal's web site is located at http://218.241.156.197/Jwk_ytgcxb/CN/column/column11.shtmlen_US
dc.relation.ispartofChinese Journal of Geotechnical Engineeringen_US
dc.relation.ispartof巖土工程學報-
dc.subjectSlope stability (邊坡穩定)-
dc.subjectPore water pressure (孔隙水壓力)-
dc.subjectLimit analysis (極限分析)-
dc.subjectUpper bound (上限法)-
dc.subjectRigid finite element (剛體有限元)-
dc.subjectNon linear programming (非線性規劃)-
dc.titleA rigid finite element method for upper bound limit analysis of soil slopes subjected to pore water pressureen_US
dc.title考慮孔隙水壓力的土坡穩定性的剛體有限元上限分析-
dc.typeArticleen_US
dc.identifier.emailLee, CF: leecf@hkucc.hku.hken_US
dc.identifier.authorityLee, CF=rp00139en_US
dc.identifier.scopuseid_2-s2.0-0038781173en_US
dc.identifier.hkuros82463-
dc.identifier.volume25en_US
dc.identifier.issue3en_US
dc.identifier.spage273en_US
dc.identifier.epage277-
dc.publisher.placeNanjing (南京)en_US
dc.identifier.scopusauthoridYin, JH=7401693397en_US
dc.identifier.scopusauthoridChen, J=36038004400en_US
dc.identifier.scopusauthoridLee, CF=8068602600en_US
dc.customcontrol.immutablecsl 151118-