[20] |
NOCEDAL J,WRIGHT S J. Numerical optimazation[M]. New York: Springer Verlag,1999:116.
|
[2] |
陈 畅,孙吉主. 基于位移反分析法的隧道围岩参数反演研究[J]. 土工基础,2018,32(5):528-531.(CHEN Chang,SUN Jizhu. Inverse analysis of tunnel surrounding rock parameters based on displacement back analysis method[J]. Soil Engineering and Foundation,2018,32(5):528-531.(in Chinese))
|
[3] |
江 权,冯夏庭,苏国韶,等. 基于松动圈-位移增量监测信息的高地应力下洞室群岩体力学参数的智能反分析[J]. 岩石力学与工程学报,2007,26(增1):2 654-2 662.(JIANG Quan,FENG Xiating,SU Guoshao,et al. Intelligent back analysis of rock mass parametersfor large underground caverns under high earth StressBased on EDZ and increment displacement[J]. Chinese Journal of Rock Mechanics and Engineering,2007,26(Supp.1):2 654-2 662.(in Chinese))
|
[5] |
陈秋红,李仲奎,张志增. 松动圈分区模型及其在地下工程反馈分析中的应用[J]. 岩石力学与工程学报,2010,29(增1):3 216-3 220. (CHEN Qiuhong,LI Zhongkui,ZHANG Zhizeng. Loosening zonal model and its application to back analysis of underground engineering[J]. Chinese Journal of Rock Mechanics and Engineering,2010,29( Supp.1):3 216-3 220.(in Chinese))
|
[8] |
LI S J,ZHAO H B,RU Z L. Slope reliability analysis by updated support vector machine and Monte Carlo simulation[J]. Natural Hazards,2013,65(1):707-722.
|
[1] |
杨志法,熊顺成,王存玉,等. 关于位移反分析的某些考虑[J]. 岩石力学与工程学报,1995,14(1):11-16.(YANG Zhifa,XIONG Shuncheng,WANG Cunyu,et al. Some consideration of the back analysis from displacements[J]. Chinese Journal of Rock Mechanics and Engineering,1995,14(1):11-16.(in Chinese))
|
[21] |
TARANTOLA A. Inverse problem theory and methods for model parameter estimation[M]. Peking:Science Press,2005:19.
|
[6] |
LI D Q,QI X H,PHOON K K,et al. Effect of spatially variable shear strength parameters with linearly increasing mean trend on reliability of infinite slopes[J]. Structural Safety,2014,49:45-55.
|
[10] |
ZHANG L M,LI X. Micro-porosity structure of coarse granular soils[J]. Journal of Geotechnical and Geoenvironmental Engineering,2010,136(10):1 425-1 436.
|
[12] |
FENG X T,ZHAO H B,LI S J. A new displacement back analysis to identify mechanical geo-material parameters based on hybrid intelligent methodology[J]. International Journal for Numerical and Analytical Methods in Geomechanics,2004,28(11):1 141-1 165.
|
[13] |
LI S J,ZHAO H B,RU Z L,et al. Probabilistic back analysis based on Bayesian and multi-output support vector machine for a high cut rock slope[J]. Engineering Geology,2016,203(2016):178-190.
|
[15] |
CONTRERAS L F,BROWN E T. Slope reliability and back analysis of failure with geotechnical parameters estimated using Bayesian inference[J]. Journal of Rock Mechanics and Geotechnical Engineering,https:// doi.org/10.1016/j.jrmge.2018.11.008.
|
[16] |
CHEN B,ZHAO H,RU Z. et al. Probabilistic back analysis for geotechnical engineering based on Bayesian and support vector machine[J]. Journal of Central South University,2015,22(12):4 778-4 786.
|
[18] |
DILIP D M,BABU G L. Methodology for pavement design reliability and back analysis using Markov chain Monte Carlo simulation [J]. Journal of Transportation Engineering,2013,139(1):65-74.
|
[4] |
倪绍虎,肖 明. 基于围岩松动圈的地下工程参数场位移反分析[J]. 岩石力学与工程学报,2009,28(7):1 439-1 446.(NI Shaohu,XIAO Ming. Displacement back analysis of parameter field in underground engineering based on excavation damaged zone of surrounding rock[J]. Chinese Journal of Rock Mechanics and Engineering,2009,28(7):1 439-1 446.(in Chinese))
|
[7] |
WU X Z. Development of fragility functions for slope instability analysis[J]. Landslides,2014,11(6):165-175.
|
[9] |
PARK H J,WEST T R,WOO I . Probabilistic analysis of rock slope stability and random properties of discontinuity parameters,Interstate Highway 40,Western North Carolina,USA[J]. Engineering Geology,2005,79(3):230-250.
|
[11] |
ZHAO H B,YIN S D. Geomechanical parameters identification by particle swarm optimization and support vector machine[J]. Applied Mathematical Modelling,2009,33(10):3 997-4 012.
|
[14] |
GILBERT R B,TANG W H. Model uncertainty in offshore geotechnical reliability[C]// Proceedings of the 27th Offshore Technology Conference. Houston:Society of Petroleum Engineers,1995:557-567.
|
[17] |
JUANG C H,LUO Z,ATAMTURKTUR S,et al. Bayesian updating of soil parameters for braced excavations using field observations[J]. Journal of Geotechnical and Geoenvironmental Engineering,2013,139(3):395-406.
|
[19] |
HU J L,TANG X W,QIU J N. A Bayesian network approach for predicting seismic liquefaction based on interpretive structural modeling[J]. Georisk:Assessment and Management of Risk for Engineered Systems and Geohazards,2015,9(3):200-217.
|
[22] |
朱正国,黄 松,朱永全. 铁路隧道下穿公路引起的路面沉降规律和控制基准研究[J]. 岩土力学,2012,33(2):558-563.(ZHU Zhengguo,HUANG Song,ZHU Yongquan. Study of road surface settlement rule and controlled criterion for railway tunnel undercrossing highway[J]. Rock and Soil Mechanics,2012,33(2):558-563.(in Chinese))
|
[23] |
张传庆,周 辉,冯夏庭. 基于破坏接近度的岩土工程稳定性评价[J]. 岩土力学,2007,28(5):888-894.(ZHANG Chuanqing,ZHOU Hui,FENG Xiating. Stability assessment of rockmass engineering based on failure approach index[J]. Rock and Soil Mechanics,2007,28(5):888-894.(in Chinese))
|
[24] |
陆银龙,王连国,杨 峰,等. 软弱岩石峰后应变软化力学特性研究[J]. 岩石力学与工程学报,2010,29(3):640-648.(LU Yinlong,WANG Lianguo,YANG Feng,et al. Post-peak strain softening mechanical properties of weak rock[J]. Chinese Journal of Rock Mechanics and Engineering,2010,29(3):640-648.(in Chinese))
|