[2] [2] CHEN Ye-qing,LV Lin-mei,WANG Gao-hui,et al.Research progress of dam anti explosion performance evaluation [J].China Civil Engineering Journal,2021,54(10):9-19.(in Chinese)

[4] [4] LIU Qi,ZHAI Chao-chen,ZHANG Yue-fei,et al.Zonal numerical simulation and experimental study of ground impact in ground and buried explosive soil [J].Explosion and Shock Waves,2022,42(8):3-21.(in Chinese)

[6] [6] LIU Han-long,WANG Wei-guo,LIU Jun,et al.Large-scale field tests on blast-induced liquefaction in saturated sand[J].Chinese Journal of Geotechnical Engineering,2017,39(4):601-608.(in Chinese)

[8] [8] ZHONG Dong-wang,DAI Jiong-lan,MENG Qing-shan,et al.Experimental study on dynamic response of steel tower structure on reef sand ground under explosive load [J].Blasting,2021,38(1):8-13.(in Chinese)

[10] [10] ZHONG Dong-wang,WU Yue,MENG Qing-shan,et al.Experimental study on displacement characteristics of reef sand foundation signal tower under explosive load [J].Blasting,2020,37(2):8-12,19.(in Chinese)

[12] [12] CHEN Y,LI C,WANG W,et al.Study on the liquefaction characteristics of saturated sands by millisecond delay blasting[J].Soil Dynamics and Earthquake Engineering,2023,164:107584.

[13] [13] TAVAKOLI B,ESMAEILI M.Numerical evaluation of square arrangement of charges in explosive compaction[J].Soil Dynamics and Earthquake Engineering,2020,130:106001.

[14] [14] WANG I T.Analysis of nonlinear dynamic characteristics in saturated soil with blast wave diffusion and damage to its effective strength[J].International Journal of Civil Engineering,2021,19(2):199-215.

[15] [15] HASHEMINEZHAD A,BAHADORI H.Three dimensional finite difference simulation of liquefaction phenomenon[J].International Journal of Geotechnical Engineering,2021,15(2):245-251.

[16] [16] KNODEL P C,CHARLIE W A,JACOBS P J,et al.Blast-induced liquefaction of an alluvial sand deposit[J].Geotechnical Testing Journal,1992,15(1):10.

[18] [18] SHI Jiao-wang,TONG Jin-yue,XIONG Chang-han,et al.An experimental research on compaction of saturated sand soil by explosion[J].Journal of Yangtze River Scientific Research Institute,1992(4):25-32,39.(in Chinese)

[19] [19] ESMAEILI M,TAVAKOLI B.Numerical and in-situ evaluation of explosive compaction effectiveness in railway subgrade improvement[J].Transportation Geotechnics,2021,27:100475.

[21] [21] WU Tuo-zhan,ZONG Zhou-hong,LI Ming-hong,et al.Numerical simulation of liquefaction of saturated calcareous sand foundation under shallow single charge explosion [J].Journal of Southeast University(Natural Science Edition),2022,52(2):237-246.(in Chinese)

[23] [23] STUDER J,KOK L.Blast-induced excess porewater pressure and liquefaction experience and application[C]∥International Symposium on Soils under Cyclic and Transient Loading,Swansea,UK,1980:581-593.

[24] [24] VEYERA JR G E.Transient porewater pressure response and liquefaction in a saturated sand(Soil Dynamics,Blasting,Explosive Loading,Blast-Induced,Shock Loading)[M].Colorado State University,1985.

[25] [25] AL-QASIMI E M A,CHARLIE W A,WOELLER D J.Canadian liquefaction experiment(CANLEX):Blast-induced ground motion and pore pressure experiments[J].Geotechnical Testing Journal,2005,28(1):9-21.

[26] [26] ISHIMWE E,COFFMAN R A,ROLLINS K M.Predicting blast-induced liquefaction within the New Madrid Seismic Zone[J].AIMS Geosciences,2020,6(1):71-91.

[28] [28] WANG Wei-guo,CHEN Yu-min,ZHANG Yi-jiang,et al.Characteristics of liquefaction induced by single shallow-buried detonation in saturated sand[J].Chinese Journal of Geotechnical Engineering,2016,38(2):355-361.(in Chinese)

[29] [29] NARIN van Court WA,MITCHELL JK.Investigation of predictive methodologies for explosive compaction[J].Geotech Spec Publ,1997,75(10):639 53.

[30] [30] KOK L.Settlements due to contained explosions in water-saturated sands[C]∥Proceedings:Seventh International Symposium on Military Applications of Blast Simulation,Medicine Hat,Alberta,Canada.1981:13-17.

[31] [31] KATO K.Blast-induced liquefaction:observational estimation of vibration,settlement and residual pore water pressure[D].Corvallis:Oregon State University,2017.

[32] [32] NARSILIO G A,SANTAMARINA J C,HEBELER T,et al.Blast densification:multi-instrumented case history[J].Journal of Geotechnical & Geoenvironmental Engineering,2009,135(6):723-734.