A new method to calculate lateral force acting on stabilizing piles based on multi-wedge translation mechanism
A new method based on the multi-wedge translation mechanism is presented to calculate the lateral force acting on the stabilizing piles. At first, there is no assumption for the shape of potential sliding surface, it is just considered that the potential sliding surface is a composite of a number of...
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| Published in | Journal of Central South University Vol. 22; no. 2; pp. 654 - 661 |
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| Main Authors | , , , , , |
| Format | Journal Article |
| Language | English |
| Published |
Heidelberg
Central South University
01.02.2015
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| Subjects | |
| Online Access | Get full text |
| ISSN | 2095-2899 2227-5223 |
| DOI | 10.1007/s11771-015-2567-x |
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| Abstract | A new method based on the multi-wedge translation mechanism is presented to calculate the lateral force acting on the stabilizing piles. At first, there is no assumption for the shape of potential sliding surface, it is just considered that the potential sliding surface is a composite of a number of straight lines. And then, the potential sliding mass is divided into a number of triangular wedges take with these straight lines as its base. The kinematic theorem of limit analysis is adopted to calculate the rate of external work and the rate of energy dissipation for each triangular wedge, respectively. Furthermore, the multivariate functions are established to calculate the lateral force acting on the stabilizing piles. The lateral force and the corresponding potential sliding surfaces can be obtained by an optimizational technique. At last, an example is taken to illustrate the method. The effect of soil strength parameters, slope angle and pile roughness on the lateral force and the corresponding potential sliding surface are analyzed. The result are compared with those obtained using other methods. |
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| AbstractList | A new method based on the multi-wedge translation mechanism is presented to calculate the lateral force acting on the stabilizing piles. At first, there is no assumption for the shape of potential sliding surface, it is just considered that the potential sliding surface is a composite of a number of straight lines. And then, the potential sliding mass is divided into a number of triangular wedges take with these straight lines as its base. The kinematic theorem of limit analysis is adopted to calculate the rate of external work and the rate of energy dissipation for each triangular wedge, respectively. Furthermore, the multivariate functions are established to calculate the lateral force acting on the stabilizing piles. The lateral force and the corresponding potential sliding surfaces can be obtained by an optimizational technique. At last, an example is taken to illustrate the method. The effect of soil strength parameters, slope angle and pile roughness on the lateral force and the corresponding potential sliding surface are analyzed. The result are compared with those obtained using other methods. |
| Author | Wu, Yong He, Si-ming Xu, Qiang He, Jin-chuan Luo, Yu Li, Xin-po |
| Author_xml | – sequence: 1 givenname: Yu surname: Luo fullname: Luo, Yu organization: Key Laboratory of Mountain Hazards and Surface Process, Chinese Academy of Sciences, Institute of Mountain Hazards and Environment, Chinese Academy of Sciences, State Key Laboratory of Geohazard Prevention and Geoenvironment Protection, Chengdu University of Technoloy – sequence: 2 givenname: Qiang surname: Xu fullname: Xu, Qiang organization: State Key Laboratory of Geohazard Prevention and Geoenvironment Protection, Chengdu University of Technoloy – sequence: 3 givenname: Si-ming surname: He fullname: He, Si-ming email: hsm@imde.ac.cn organization: Key Laboratory of Mountain Hazards and Surface Process, Chinese Academy of Sciences, Institute of Mountain Hazards and Environment, Chinese Academy of Sciences – sequence: 4 givenname: Xin-po surname: Li fullname: Li, Xin-po organization: Key Laboratory of Mountain Hazards and Surface Process, Chinese Academy of Sciences, Institute of Mountain Hazards and Environment, Chinese Academy of Sciences – sequence: 5 givenname: Jin-chuan surname: He fullname: He, Jin-chuan organization: Southwest Municipal Engineering Design & Research Institute of China – sequence: 6 givenname: Yong surname: Wu fullname: Wu, Yong organization: Key Laboratory of Mountain Hazards and Surface Process, Chinese Academy of Sciences, Institute of Mountain Hazards and Environment, Chinese Academy of Sciences, State Key Laboratory of Geohazard Prevention and Geoenvironment Protection, Chengdu University of Technoloy |
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| CitedBy_id | crossref_primary_10_1007_s11069_023_05992_1 crossref_primary_10_1007_s12205_020_1743_1 crossref_primary_10_1016_j_enggeo_2017_04_020 crossref_primary_10_1007_s12665_017_6415_1 crossref_primary_10_1080_19648189_2020_1763852 |
| Cites_doi | 10.3208/sandf1972.15.4_43 10.1007/s11440-012-0170-y 10.1061/(ASCE)1090-0241(1999)125:1(59) 10.1016/S0267-7261(00)00005-1 10.1016/S0266-352X(01)00013-1 10.1139/t95-078 10.1007/s12665-011-1241-3 10.1016/j.compgeo.2005.02.006 10.1139/T09-038 10.1016/j.soildyn.2010.04.005 10.3208/sandf.40.73 10.1016/j.compgeo.2003.07.002 10.1061/(ASCE)1090-0241(2007)133:11(1432) 10.1061/(ASCE)1090-0241(1997)123:4(314) 10.1007/s11771-010-564-7 |
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| References | Luo, He, He (CR5) 2009; 41 Michalowski, Asce (CR13) 2007; 133 Ausilio, Conte, Duente (CR17) 2001; 28 He, Ouyang, Luo (CR15) 2012; 66 Jeong, Kim, Won, Lee (CR8) 2003; 30 Chen (CR10) 1975 Poulos (CR1) 1995; 32 Ausilio, Conte, Dente (CR11) 2000; 19 He, Luo, He (CR9) 2011; 43 Li, Pei, Gutierrez, He (CR16) 2012; 7 Luo, He, Ouyang, Wu (CR18) 2010; 42 Soubra (CR19) 1999; 125 Ito, Matsui (CR2) 1975; 15 Yang (CR20) 2009; 46 Li, Wu, He (CR14) 2010; 30 Zhao, Li, Yang, Luo, Liu (CR12) 2010; 17 Hassiotis, Chameau, Gunaratne (CR3) 1997; 123 He, Li (CR6) 2008; 40 Cai, Ugai (CR4) 2000; 40 Won, You, Jeong, Kim (CR7) 2005; 32 E Ausilio (2567_CR11) 2000; 19 S-m He (2567_CR6) 2008; 40 S-m He (2567_CR9) 2011; 43 X-p Li (2567_CR14) 2010; 30 X-li Yang (2567_CR20) 2009; 46 W F Chen (2567_CR10) 1975 S-m He (2567_CR15) 2012; 66 A H Soubra (2567_CR19) 1999; 125 Y Luo (2567_CR18) 2010; 42 X-p Li (2567_CR16) 2012; 7 F Cai (2567_CR4) 2000; 40 T Ito (2567_CR2) 1975; 15 S Jeong (2567_CR8) 2003; 30 R L Michalowski (2567_CR13) 2007; 133 J Won (2567_CR7) 2005; 32 H G Poulos (2567_CR1) 1995; 32 Y Luo (2567_CR5) 2009; 41 L-h Zhao (2567_CR12) 2010; 17 E Ausilio (2567_CR17) 2001; 28 S Hassiotis (2567_CR3) 1997; 123 |
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