Back analysis for soil slope based on measuring inclination data
暂无分享,去创建一个
[1] Masato Shinji,et al. Back analysis for tunnel engineering as a modern observational method , 2003 .
[2] F. Huang,et al. Influences of strain softening and seepage on elastic and plastic solutions of circular openings in nonlinear rock masses , 2010 .
[3] Luqing Zhang,et al. A displacement-based back-analysis method for rock mass modulus and horizontal in situ stress in tunneling – Illustrated with a case study , 2006 .
[4] F. Huang,et al. Stability analysis of shallow tunnels subjected to seepage with strength reduction theory , 2009 .
[5] Yuzhen Yu,et al. An intelligent displacement back-analysis method for earth-rockfill dams , 2007 .
[6] Xiao-Li Yang,et al. Seismic passive pressures of earth structures by nonlinear optimization , 2011 .
[7] Ruaidhr'i M. O'Connor,et al. Discrete element modeling of sand production , 1997 .
[8] Yanjun Shang,et al. Intelligent back analysis of displacements using precedent type analysis for tunneling , 2002 .
[9] R. Clough,et al. Finite element applications in the characterization of elastic solids , 1971 .
[10] Gao Wei,et al. Back analysis algorithm in geotechnical engineering based on particle swarm optimization , 2006 .
[11] J. Coggan,et al. Back analysis of the Joss Bay Chalk Cliff Failure using numerical modelling , 2011 .
[12] Xiao‐Li Yang,et al. Seismic bearing capacity of a strip footing on rock slopes , 2009 .
[13] M. Hisatake,et al. Three-dimensional back-analysis method for the mechanical parameters of the new ground ahead of a tunnel face , 2008 .
[14] Jin-ming Wang,et al. Modified image analytical solutions for ground displacement using nonuniform convergence model , 2011 .
[15] Xiao-li Yang,et al. Slope stability analysis considering joined influences of nonlinearity and dilation , 2009 .
[16] Xiao-Li Yang,et al. Slope Stability Analysis with Nonlinear Failure Criterion , 2004 .
[17] C. F. Lee,et al. Displacement back analysis for a steep slope at the Three Gorges Project site , 2001 .
[18] Xiao-li Yang,et al. Estimation of compaction grouting pressure in strain softening soils , 2009 .
[19] Jian-Hua Yin,et al. Influence of a nonlinear failure criterion on the bearing capacity of a strip footing resting on rock mass using a lower bound approach , 2003 .
[20] Jie Zhang,et al. Back analysis of slope failure with Markov chain Monte Carlo simulation , 2010 .
[21] Y. Okui,et al. New back analysis method of slope stability by using field measurements , 1997 .
[22] Giulio Maier,et al. Direct search solution of an inverse problem in elastoplasticity: Identification of cohesion, friction angle andin situ stress by pressure tunnel tests , 1980 .
[23] X. L. Yang,et al. Ground movement prediction for tunnels using simplified procedure , 2011 .
[24] Xiao-Li Yang,et al. Slope Equivalent Mohr–Coulomb Strength Parameters for Rock Masses Satisfying the Hoek–Brown Criterion , 2010 .
[25] Xiao-Li Yang,et al. Cavity expansion analysis with non-linear failure criterion , 2011 .
[26] Alessandro Simoni,et al. Preliminary result from pore pressure monitoring on an unstable clay slope , 2004 .
[27] F. Huang,et al. Collapse mechanism of shallow tunnel based on nonlinear Hoek–Brown failure criterion , 2011 .