[41] |
WANG Y,HUANG K,CAO Z. Bayesian identification of soil strata in London clay[J]. Géotechnique,2014,64(3):239–246.
|
[28] |
American Society for Testing and Materials(ASTM). D4972 Standard test method for pH of soils[S]. West Conshohocken:ASTM,2018.
|
[52] |
BELL R,SISLEY J. Quality control of slurry cutoff wall installations[M]. [S. l.]:ASTM International,1992:26–41.
|
[18] |
NAJJAR S S. The importance of lower-bound capacities in geotechnical reliability assessments[Ph. D Thesis][D]. Texas:The University of Texas at Austin,2005.
|
[34] |
SHAND M A. The chemistry and technology of magnesia[M]. New Jersey:John Wiley & Sons,2006:39–96.
|
[50] |
THE C,HOULSBY G. An analytical study of the cone penetration test in clay[J]. Geotechnique,1991,41(1):17–34.
|
[46] |
ENGELBRECHT A P. Computational Intelligence:An Introduction,Second Edition[M]. Chichester,England:IEEE,2007:285–358.
|
[24] |
HU J Z,ZHANG J,HUANG H W,et al. Value of information analysis of site investigation program for slope design[J]. Computers and Geotechnics,2021,131:103938.
|
[3] |
KATSUMI T,KAMON M,INUI T,et al. Hydraulic barrier performance of SBM cut-off wall constructed by the trench cutting and re-mixing deep wall method[C]// Proceeding of GeoCongress. [S. l.]:Geotechnics of Waste Management and Remediation,2008:628–635.
|
[11] |
MONFORTE L,ARROYO M,GENS A,et al. Hydraulic conductivity from CPTU on-the-fly:a numerical evaluation[J]. Géotechnique Letters,2018,8(4):1–28.
|
[19] |
CHING J,PHOON K K,CHEN Y C. Reducing shear strength uncertainties in clays by multivariate correlations[J]. Canadian Geotechnical Journal,2010,47(1):16–33.
|
[27] |
American Society for Testing and Materials(ASTM). D2487 Standard practice for classification of soils for engineering purposes(Unified Soil Classification System)[S]. West Conshohocken:ASTM,2006.
|
[43] |
KENNEDY J,EBERHART R. Particle swarm optimization[C]// ICNN95-international Conference on Neural Networks. Perth,WA,Australia:IEEE,1995:1 942–1 948.
|
[51] |
DAGGER R,SAFTNER D,MAYNE P. Cone penetration test design guide for state geotechnical engineers[R]. Minnesota:Minnesota Department of Transportation,2018.
|
[35] |
傅贤雷,杜延军,沈胜强,等. PAC改性膨润土/砂竖向阻隔屏障回填料化学渗透膜效应及扩散特性研究[J]. 岩石力学与工程学报,2020,39(增2):3 669–3 675.(FU Xianlei,DU Yanjun,SHEN Shengqiang,et al. Chemico-osmotic membrane behavior and diffusive properties of PAC amended bentonite/sand vertical cutoff wall backfills[J]. Chinese Journal of Rock Mechanics and Engineering,2020,39(Supp.2):3 669–3 675.(in Chinese))
|
[40] |
DIMITROVA D S,KAISHEV V K,TAN S. Computing the Kolmogorov-Smirnov distribution when the underlying CDF is purely discrete,mixed,or continuous[J]. Journal of Statistical Software,2020,95(10):1–42.
|
[48] |
KERAMATIKERMAN M,CHEGENIZADEH A,NIKRAZ H. An investigation into effect of sawdust treatment on permeability and compressibility of soil-bentonite slurry cut-off wall[J]. Journal of Cleaner Production,2017,162(20):1–6.
|
[1] |
DU Y J,FAN R D,LIU S Y,et al. Workability,compressibility and hydraulic conductivity of zeolite-amended clayey soil/calcium-bentonite backfills for slurry-trench cutoff walls[J]. Engineering Geology,2015,195:258–268.
|
[9] |
ELSWORTH D,LEE D S. Permeability determination from on-the-fly piezocone sounding[J]. Journal of Geotechnical and Geoenvironmental Engineering,2005,131(5):643–653.
|
[17] |
ZOU H,LIU S,CAI G,et al. Probabilistic identification of contaminated soils using resistivity piezocone penetration tests[J]. Acta Geotechnica,2020,15(5):1–19.
|
[25] |
LIN P,LIU J. Evaluation and calibration of ultimate bond strength models for soil nails using maximum likelihood method[J]. Acta Geotechnica,2020,15(7):1 993–2 015.
|
[33] |
American Society for Testing and Materials(ASTM). D7503 Standard test method for measuring the exchange complex and cation exchange capacity of inorganic fine-grained soils[S]. West Conshohocken:ASTM,2010.
|
[2] |
TAKAI A,INUI T,KATSUMI T. Evaluating the hydraulic barrier performance of soil-bentonite cutoff walls using the piezocone penetration test[J]. Soils and Foundations,2016,56(2):277–290.
|
[6] |
BENNERT T A,MAHER A,JAFARI F. Piezocone evaluation of a shallow soil-bentonite slurry wall[C]// GeoFrontiers 2005:Waste Containment and Remediation. Austin,Texas,United States:[s. n.],2005:1–14.
|
[8] |
MANASSERO M. Hydraulic conductivity assessment of slurry wall using piezocone test[J]. Journal of Geotechnical Engineering,1994,120(10):1 725–1 746.
|
[10] |
CHAI J C,AGUNG P,HINO T,et al. Estimating hydraulic conductivity from piezocone soundings[J]. Géotechnique,2011,61(8):699–708.
|
[14] |
ZHAO Z N,CONGRESS S S C,CAI G J,et al. Bayesian probabilistic characterization of consolidation behavior of clays using CPTU data[J]. Acta Geotechnica,2022,17(3):931–948.
|
[16] |
ZHANG J,ZHANG L M,TANG W H. Bayesian framework for characterizing geotechnical model uncertainty[J]. Journal of Geotechnical and Geoenvironmental Engineering,2009,135(7):932–940.
|
[22] |
ZHANG J,YANG S,ZHANG L L,et al. Bayesian estimation of soil-water characteristic curves[J]. Canadian Geotechnical Journal,2022,59(4):569–582.
|
[26] |
田 密,李典庆,曹子君,等. 基于贝叶斯理论的土性参数空间变异性量化方法[J]. 岩土力学,2017,38(11):3 355–3 362 (TIAN Mi,LI Dianqing,CAO Zijun,et al. Quantification of spatial variability of soil parameters using Bayesian approaches[J]. Rock and Soil Mechanics,2017,38(11):3 355–3 362.(in Chinese))
|
[30] |
American Society for Testing and Materials (ASTM). D4813 Standard test methods for specific gravity of soil solids by water pycnometer[S]. West Conshohocken:ASTM,2014.
|
[32] |
CERATO A B,LUTENEGGER A J. Determination of surface area of fine-grained soils by the ethylene glycol monoethyl ether(EGME) method[J]. Geotechnical Testing Journal,2002,25(3):315–321.
|
[38] |
TEDD P,BUTCHER A P,POWELL J. Assessment of the piezocone to measure the in-situ properties of cement-bentonite slurry trench cut-off walls[M]. London:Pergamon Press,1997:48–55.
|
[7] |
LI Y C,TONG X,CHEN Y,et al. Non-monotonic piezocone dissipation curves of backfills in a soil-bentonite slurry trench cutoff wall[J]. Journal of Zhejiang University-Science A:Applied Physics and Engineering,2018,19(4):277–288.
|
[15] |
ZHANG L,TANG W H,ZHANG L,et al. Reducing Uncertainty of Prediction from Empirical Correlations[J]. Journal of Geotechnical and Geoenvironmental Engineering,2004,130(5):526–534.
|
[23] |
FANG Y,SU Y. On the use of the global sensitivity analysis in the reliability-based design:Insights from a tunnel support case[J]. Computers and Geotechnics,2020,117:103280.
|
[31] |
American Society for Testing and Materials (ASTM). D4318 Standard test methods for liquid limit,plastic limit,and plasticity index of soils[S]. West Conshohocken:ASTM,2010.
|
[39] |
FENTON G A. Random field modeling of CPT data[J]. Journal of Geotechnical and Geoenvironmental Engineering,1999,126(12):486–498.
|
[47] |
ROBERTSON P,WRIDE C. Evaluating cyclic liquefaction potential using the cone penetration test[J]. Canadian Geotechnical Journal,1998,35(3):442–459.
|
[5] |
WU M,CAI G J,LIU L L,et al. Quantitative identification of cutoff wall construction defects using Bayesian approach based on excess pore water pressure[J]. Acta Geotechnica,2021,17(6):2 553–2 571.
|
[13] |
GILBERT R B,TANG W H. Model uncertainty in offshore geotechnical reliability[C]// Proceedings of the 27th Offshore Technology Conference. Houston:[s. n.],1995:557.
|
[21] |
ROBERTSON P K. Soil classification using the cone penetration test[J]. Canadian Geotechnical Journal,1990,27(1):151–158.
|
[29] |
American Society for Testing and Materials(ASTM). D2216 Standard test methods for laboratory determination of water (moisture) content of soil and rock by mass [S]. West Conshohocken:ASTM,2010.
|
[37] |
American Society for Testing and Materials(ASTM). ASTM D5778 Standard test method for electronic friction cone and piezocone penetration testing of soils[S]. West Conshohocken:ASTM,2000.
|
[45] |
ZHAO Z,DUAN W,CAI G. A novel PSO-KELM based soil liquefaction potential evaluation system using CPT and Vs measurements[J]. Soil Dynamics and Earthquake Engineering,2021,150:106930.
|
[53] |
JOSHI K,KECHAVARZI C,SUTHERLAND K,et al. Laboratory and in situ tests for long-term hydraulic conductivity of a cement-bentonite cutoff wall[J]. Journal of Geotechnical and Geoenvironmental Engineering,2010,136(4):562–572.
|
[4] |
MALUSIS,MICHAEL A,BARLOW,et al. Comparison of laboratory and field measurements of backfill hydraulic conductivity for a large-scale soil-bentonite cutoff wall[J]. Journal of Geotechnical and Geoenvironmental Engineering,2020,146(8):04020070.
|
[12] |
CHAI J C,CHANMEE N. A modified method for estimating permeability of clayey soils based on piezocone sounding results[J]. Canadian Geotechnical Journal,2018,55(9):1 268–1 281.
|
[20] |
CAO Z,YU W. Bayesian Approach for probabilistic site characterization using cone penetration tests[J]. Journal of Geotechnical and Geoenvironmental Engineering,2013,139(2):267–276.
|
[36] |
范日东,杜延军,刘松玉. 基于改进滤失试验的重金属污染膨润土渗透特性试验研究[J]. 岩土力学,2019,40(8):2 989–2 996.(FAN Ridong,DU Yanjun,LIU Songyu. Modified fluid loss test to measure hydraulic conductivity of heavy metal-contaminated bentonite[J]. Rock and Soil Mechanics,2019,40(8):2 989–2 996.(in Chinese))
|
[44] |
SHI Y,EBERHART R. A modified particle swarm optimizers[C]// Proceedings of the IEEE International Conference on Evolutionary Computation. Anchorage,AK,USA:IEEE,1998:69–73.
|
[42] |
CAO Z J,ZHENG S,LI D,et al. Bayesian identification of soil stratigraphy based on soil behaviour type index[J]. Canadian Geotechnical Journal,2019,56(4):570–586.
|
[49] |
沈胜强,杜延军,魏明俐,等. CaCl2作用下PAC改良膨润土滤饼的渗透特性研究[J]. 岩石力学与工程学报,2017,36(11):2 810–2 817.(SHEN Shengqiang,DU Yanjun,WEI Mingli,et al. Hydraulic conductivity of filter cakes of polyanionic cellulose-amended bentonite slurries in calcium chloride solutions[J]. Rock and Soil Mechanics,2017,36(11):2 810–2 817.(in Chinese))
|