Advanced search
Publication Cover
European Journal of Environmental and Civil Engineering Volume 26, 2022 - Issue 16
Submit an article Journal homepage
187
Views
0
CrossRef citations to date
0
Altmetric
Original Articles

Component reliability and sensitivity analysis of anchor-pile-wall reinforcement design of a multilayer soil slope

Xinjian WangNorth China University of Water Resources and Electric Power, Zhengzhou, ChinaCorrespondence[email protected]
View further author information
&
Zhongnan WangNorth China University of Water Resources and Electric Power, Zhengzhou, ChinaView further author information
Pages 8280-8300 | Received 03 Feb 2021, Accepted 21 Dec 2021, Published online: 05 Jan 2022

References

  • Becker, D. E. (1996). Eighteenth Canadian geotechnical colloquium: Limit states design for foundations. Part II. Development for the national building code of Canada. Canadian Geotechnical Journal, 33(6), 984–1007. https://doi.org/10.1139/t96-125
  • Cao, Z. J., Peng, X., Li, D. Q., & Tang, X. S. (2019). Full probabilistic geotechnical design under various design scenarios using direct Monte Carlo simulation and sample reweighting. Engineering Geology, 248, 207–219. https://doi.org/10.1016/j.enggeo.2018.11.017
  • Chen, Z., Du, J., Yan, J., Sun, P., Li, K., & Li, Y. (2019). Point estimation method: Validation, efficiency improvement, and application to embankment slope stability reliability analysis. Engineering Geology, 263, 105232. https://doi.org/10.1016/j.enggeo.2019.105232
  • Cheng, R. Z. (1972). Mass slurry masonry masonry strength and shear test. Nanning: Guangxi Institute of Water Resources and Hydropower Research, 1–17.
  • Chen, C., & Xia, Y. (2017). Seismic reliability analysis of slope reinforced with prestressed anchor cable based on global limit response surface. Rock and Soil Mechanics, 38, 255–262.
  • Dadashzadeh, N., Duzgun, H., & Gultekin, N. Y. (2017). Reliability-based stability analysis of rock slopes using numerical analysis and response surface method. Rock Mechanics and Rock Engineering, 50(8), 2119–2133. https://doi.org/10.1007/s00603-017-1206-2
  • Deng, Z. P., Li, D. Q., Qi, X. H., Cao, Z. J., & Phoon, K. K. (2017). Reliability evaluation of slope considering geological uncertainty and inherent variability of soil parameters. Computers and Geotechnics, 92, 121–131. https://doi.org/10.1016/j.compgeo.2017.07.020
  • Diab, A. A., Najjar, S., & Sadek, S. (2019). Reliability-based stability analysis of fiber-reinforced infinite slopes [Paper presentation]. Geo-Congress 2019: Embankments, Dams, and Slopes, pp. 160–170. Reston, VA, American Society of Civil Engineers.
  • Ferreira, F., Topa Gomes, A., Vieira, C. S., & Lopes, M. L. (2016). Reliability analysis of geosynthetic-reinforced steep slopes. Geosynthetics International, 23(4), 301–315. https://doi.org/10.1680/jgein.15.00057
  • Gong, W., Juang, C. H., & Martin, J. R. (2016). Numerical integration method for computing reliability index of geotechnical system. Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards, 10(2), 109–120. https://doi.org/10.1080/17499518.2015.1102292
  • Gong, W., Juang, C., & Martin, J. (2017). A new framework for probabilistic analysis of the performance of a supported excavation in clay considering spatial variability. Géotechnique, 67(6), 546–552. https://doi.org/10.1680/jgeot.15.P.268
  • Gong, W. P., Juang, C. H., Martin, J. R., & Ching, J. (2016). New sampling method and procedures for estimating failure probability. Journal of Engineering Mechanics, 142(4), 04015107. https://doi.org/10.1061/(ASCE)EM.1943-7889.0001041
  • Hasofer, A. M., & Lind, N. C. (1974). Exact and invariant second-moment code format. Journal of the Engineering Mechanics Division, 100(1), 111–121. https://doi.org/10.1061/JMCEA3.0001848
  • Huang, Q. X. (2000). The contrast bolting test on a tzl pretension bolt in a highway tunnel. Journal of Xi'an Highway Unversity, 20(3), 39–42.
  • Huang, Q., Liu, J. L., Gao, W. S., Liu, J. B., Sha, Z. G., & Hou, W. S. (2008). Technical code for building pile foundations. China Architecture and Architecture Press, Beijing, 19–67.
  • Ji, J., & Liao, H. J. (2014). Sensitivity-based reliability analysis of earth slopes using finite element method. Geomechanics and Engineering, 6(6), 545–560. https://doi.org/10.12989/gae.2014.6.6.545
  • Jia, L. (2015). Analysis of variability of physical and mechanical properties indicators of the loess. Northern Communications. 44–46 + 50.
  • Kenkel, J., & Kemna, A. (2017). Sensitivity of 2-D complex resistivity measurements to subsurface anisotropy. Geophysical Journal International, 208(2), 1043–1057. https://doi.org/10.1093/gji/ggw353
  • Kunstmann, H., Kinzelbach, W., & Siegfried, T. (2002). Conditional first‐order second‐moment method and its application to the quantification of uncertainty in groundwater modeling. Water Resources Research, 38(4), 6–1–6-14. https://doi.org/10.1029/2000WR000022
  • Lai, W. T., & He, B. (2003). Variability and correlation analysis of physical and mechanical properties of loess. Journal of Lanzhou Railway University, (6),110–112.
  • Li, L., & Chu, Xs. (2015). Comparative study on response surfaces for reliability analysis of spatially variable soil slope. China Ocean Engineering, 29(1), 81–90. https://doi.org/10.1007/s13344-015-0006-2
  • Li, D. Q., Jiang, S. H., Cao, Z. J., Zhou, W., Zhou, C. B., & Zhang, L. M. (2015a). A multiple response-surface method for slope reliability analysis considering spatial variability of soil properties. Engineering Geology, 187, 60–72. https://doi.org/10.1016/j.enggeo.2014.12.003
  • Li, L., & Liang, R. Y. (2014). Reliability‐based design for slopes reinforced with a row of drilled shafts. International Journal for Numerical and Analytical Methods in Geomechanics, 38(2), 202–220. https://doi.org/10.1002/nag.2220
  • Liu, X., Li, D. Q., Cao, Z. J., & Wang, Y. (2020). Adaptive Monte Carlo simulation method for system reliability analysis of slope stability based on limit equilibrium methods. Engineering Geology, 264, 105384. https://doi.org/10.1016/j.enggeo.2019.105384
  • Li, D. Q., Xiao, T., Cao, Z. J., Zhou, C. B., & Zhang, L. M. (2015b). Enhancement of random finite element method in reliability analysis and risk assessment of soil slopes using subset simulation. Landslides, Springer, 13(2), 293–303. https://doi.org/10.1007/s10346-015-0569-2
  • Li, S. M., Xu, Y. L., Bai, S. X., Bai, S. L., & Shun, H. Z. (2002). Code for design of concrete structures of China (1st ed.). China Building Industry Press.
  • Li, D. Q., Zhang, F. P., Cao, Z. J., Tang, X. S., & Au, S. K. (2018). Reliability sensitivity analysis of geotechnical monitoring variables using Bayesian updating. Engineering Geology, 245, 130–140. https://doi.org/10.1016/j.enggeo.2018.07.026
  • Li, D. Q., Zheng, D., Cao, Z. J., Tang, X. S., & Phoon, K. K. (2016). Response surface methods for slope reliability analysis: Review and comparison. Engineering Geology, 203, 3–14. https://doi.org/10.1016/j.enggeo.2015.09.003
  • Ma, J. Z., Zhang, J., Huang, H. W., Zhang, L. L., & Huang, J. S. (2017). Identification of representative slip surfaces for reliability analysis of soil slopes based on shear strength reduction. Computers and Geotechnics, 85, 199–206. https://doi.org/10.1016/j.compgeo.2016.12.033
  • Matsui, T., & San, K. C. (1992). Finite element slope stability analysis by shear strength reduction technique. Soils and Foundations, 32(1), 59–70. https://doi.org/10.3208/sandf1972.32.59
  • Metya, S., Mukhopadhyay, T., Adhikari, S., & Bhattacharya, G. (2017). System reliability analysis of soil slopes with general slip surfaces using multivariate adaptive regression splines. Computers and Geotechnics, 87, 212–228. https://doi.org/10.1016/j.compgeo.2017.02.017
  • Phoon, K. K. (2008). Reliability-based design in geotechnical engineering: computations and applications. CRC Press.
  • Pirone, M., & Urciuoli, G. (2018). Analysis of slope-stabilising piles with the shear strength reduction technique. Computers and Geotechnics, 102, 238–251. https://doi.org/10.1016/j.compgeo.2018.06.017
  • Roh, G. H., & Hong, H. P. (2009). Calibration of information-sensitive partial factors for assessing earth slopes. Journal of GeoEngineering, 4, 93–102.
  • Shamekhi, E., & Tannant, D. (2015). Probabilistic assessment of rock slope stability using response surfaces determined from finite element models of geometric realizations. Computers and Geotechnics, 69, 70–81. https://doi.org/10.1016/j.compgeo.2015.04.014
  • Shinoda, M., Horii, K., Yonezawa, T., Tateyama, M., & Koseki, J. (2006). Reliability-based seismic deformation analysis of reinforced soil slopes. Soils and Foundations, 46(4), 477–490. https://doi.org/10.3208/sandf.46.477
  • Shu, Sx., & Gong, Wh. (2016). An artificial neural network-based response surface method for reliability analyses of c-φ slopes with spatially variable soil. China Ocean Engineering, 30(1), 113–122. https://doi.org/10.1007/s13344-016-0006-x
  • Teng, Y. J., Huang, X. L., Wang, S. G., Gong, J. F., & Wang, W. D. (2012). Code for design of building foundation. China Building Industry Press.
  • Tschuchnigg, F., Schweiger, H., & Sloan, S. W. (2015). Slope stability analysis by means of finite element limit analysis and finite element strength reduction techniques. Part II: Back analyses of a case history. Computers and Geotechnics, 70, 178–189. https://doi.org/10.1016/j.compgeo.2015.07.019
  • Vessia, G., Kozubal, J., & Puła, W. (2017). High dimensional model representation for reliability analyses of complex rock–soil slope stability. Archives of Civil and Mechanical Engineering, 17(4), 954–963. https://doi.org/10.1016/j.acme.2017.04.005
  • Wang, X. J., Mu, N. S., & Wu, Q. (2014). Statistical Characteristics of Physico-Mechanical Indices of the New Loess. Highway Engineering, 39, 88–93.
  • Wang, J. R., Yuan, W. H., Ren, T. M., & Ou, G. H. (2018). Reliability and sensitivity analysis of stability of loess high slope on the Stone Ping area. Mine Surveying, 46, 72–77.
  • Wu, Zx., & Gao, Zj. (2008). Application of the equivalent lowering temperature method in simulating pre-stress tension procedure to solve the form-search of BSS. Journal of Zhejiang University of Technology, 36(5), 587–590.
  • Wu, S. J., & Guan, Z. C. (2015). Stability analysis of anchor frame support slope based on strength reduction method and reliability method. Roadbed Engineering, 70–74 + 79.
  • Wu, W., Gu, B. H., Wang, K., Xu, L. P., & Li, Y. G. (2009). Code for geotechnical engineering investigation of China. China Building Industry Press.
  • Wu, Z. J., Tang, H., Wang, S. L., & Ge, X. R. (2013). Study on the influence of rock sample number on slope reliability analysis. Journal of Rock, Mechanics and Engineering, 32, 2846–2854.
  • Zhang, R., Zhang, X. L., Sheng, H. G., Ren, H. Q., & Liu, Y. T. (1999). Specification for the design and construction of prestressed ground anchorages. General Armaments Department of PLA of China Press.
  • Zheng, S. Q., Zheng, Y. R., Huang, Q., Chen, X. C., & Tang, Q. (2013). Technical code for building slope engineering of China (1st ed.). China Architecture and Architecture Press, Beijing.
  • Zhou, X. P., & Huang, X. C. (2018). Reliability analysis of slopes using UD-based response surface methods combined with LASSO. Engineering Geology, 233, 111–123. https://doi.org/10.1016/j.enggeo.2017.12.008
  • Zhou, Z., Li, D. Q., Xiao, T., Cao, Z. J., & Du, W. Q. (2021). Response surface guided adaptive slope reliability analysis in spatially varying soils. Computers and Geotechnics, 132, 103966. https://doi.org/10.1016/j.compgeo.2020.103966
  • Zhu, Y. P., Yu, M. B., Wang, Q. M., & Yuan, L. (2009). Reliability analysis of slope soil nailing support structure considering failure of single soil nailing. Journal of Lanzhou University of Technology, 35, 117–120.

Code and data availability

  • wang, x. (2020). Component Reliability and Sensitivity Analysis of Anchor-pile-wall Reinforcement Design of Multilayer Soil Slopes-1. Mendeley Data, V2, doi: 10.17632/txwc23jzs3.2

Reprints and Corporate Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

To request a reprint or corporate permissions for this article, please click on the relevant link below:

Order Reprints Request Corporate Permissions

Academic Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

Obtain permissions instantly via Rightslink by clicking on the button below:

Request Academic Permissions

If you are unable to obtain permissions via Rightslink, please complete and submit this Permissions form. For more information, please visit our Permissions help page.

Related research

People also read lists articles that other readers of this article have read.

Recommended articles lists articles that we recommend and is powered by our AI driven recommendation engine.

Cited by lists all citing articles based on Crossref citations.
Articles with the Crossref icon will open in a new tab.