Page 186 - 《水资源与水工程学报》2023年第4期
P. 186

1 8 2                    & ' ( ) & * + , -                 2023 $

            þÕnÏ9dë, *]þÕnH)ozi^SH, v                             relevancevectormachineanditsapplicationtorockfillma
            ”Ñ^Æ_±N'8ê>fZ^›], ğÅé;                               terials [J].AdvancesinEngineeringSoftware,2020,147:
            >š=。 ½*]þÕn€ÝåziSHtô^U                                102833.
                                                               [4]R ¤, ×>•, = Ú. Ádý­—o¹ÉÿTU9Ÿ3
            &B/UVÇÈj°¼@*]þÕn^þœl。
                                                                  ùÆq ™ ; < [J]. ¹ R i & K N O & c,2013,32
            ÿ"&ý>„c­9Ÿ3^Lq=pLsoÈÎ
                                                                  (S1):2798-2805.
            d*]þÕn^9Ÿ3qr, qrÝåziSH^
                                                               [5]ÃX@, ¿¿˜. E¹¡²@mnîO^ PFC2DùÆ
            _VUV;<KuAéLsqr^U&ÇÈ{
                                                                  q™·1[J]. âãI&&c( NO%&»),2010,42
            > [25] , I+u;<Ls^*]þÕn9Ÿ3qrÿ                          (S1):70-75.
            ûX^µZ, µo9Ÿ3p€ORØRNO¢^                            [6]Ш¨, ¦(™, 9R¡, ‘. 'x9Ÿ3^XoòR²
            ¬­B*]þÕn^…ruÕûü。                                      @HšîOq™[J]. @J@Î%H}~,2021,41(6):
                 *t€ORƒ„^;<¢, ü)OR^êǎ                            92-98.
            lÎBÔ]îO¢mÈÙÚ^;<¨—ût。uA                             [7]¶AÍ, Ê;¼, Í3•, ‘. 4@ ÈÎdSH9e¯¶
            'x9Ÿ3p, €ûü&t"&ý^Lq=pÎ                               ^9Ÿ3q™[J]. @AÁ¡NOÁ¡,2019,46(5):
                                                                  161-168.
            B¯U^>â, ü)oR8^êǎlWµmÈl,
                                                               [8]THOENIK,GIACOMINIA,LAMBERTC,etal.A3D
            LsoêǎµmÈR8SH*]þÕn^9Ÿ3
                                                                  discreteelementmodellingapproachforrockfallanalysis
            qr, ċî{|¨—Û!oqr^µ¶l。
                                                                  withdraperysystems [J].InternationalJournalofRock
            6 [ \                                                 MechanicsandMiningSciences,2014,68:107-119.
                                                               [9]×¾l, Õ*, ÃA0, ‘. kRSHi†=^9Ÿ3
                 uA¶Lo'x9Ÿ3^²@ORØR*]þ                             TUdùÆq™[J]. 0ð$‹I&&c,2016,51(1):
            ÕnËÌ=p, ‹îLsORØRo'^¾«NO                               22-29.
            ”À²@qr、 ORqrW*]þÕnqr, q™o                          [10]BOURRIERF,DORRENL,NICOTF,etal.Towardobjec
            ORØR^CJÔ]îO, =Z·1oê>*]þ                                tiverockfalltrajectorysimulationusingastochasticimpact
            Õn=ª—^ORÔ]ÙÚ, ‚¯UY—:                                  model[J].Geomorphology,2009,110(3-4):68-79.
                                                               [11]SONGDongri,CHIOCE,NGCWW,etal.Loadattenua
                 ( 1) £*]þÕn8ZEìå 30mâ, Qû
                                                                   tionmechanismsofflexiblebarriersubjectedtobouldery
            ¥ÁþÕÝORÈ?ab^ÀN, £XZEìå 5
                                                                   debrisflowimpact[J].Landslides,2019,16:2321-2334.
            mâ, OR[l Qœå 92%, QOP”Àþ
                                                               [12]TOED,BOURRIERF,OLMEDOI,etal.Analysisof
            ՂX。
                                                                   theeffectoftreesonblockpropagationusingaDEMmod
                 ( 2) ORkH*]þÕnôÇZIfo£, ²                          el :implicationsforrockfallmodelling[J].Landslides,
            ôÇZ(fZ›]ÄÅé;x。ORÈ8^±I                                 2017,14:1603-1614.
            SHQ? 108.5kJ, »ù×µ?NO*]þÕn…                        [13]ø õ, = >, ï˜Ý. ê>!ZB²WÓ¯TUPðœ
            ruÕÖ×。                                                 l9Ÿ3·1 [J]. Á—ãKNO&c,2015,11
                 ( 3) ORöìkH*]þÕnâ, *]þÕn                          (1):70-76+83.
            ^U&Zœå±I, ŸOR¡ZöI*]þÕn^                            [14]Ó Þ, ø/C, ¶ R, ‘. TU9Ÿ3p;<}~[J].
                                                                   i&}~,2003,33(2):251-260.
            U&öI, ²ôU&¥å¼=OZ'æ, Ä%(fZ
                                                               [15]LIUJia,MAFengshan,GUOJie,etal.Numericalsimu
            ›]UV, ±®œåš=。
                                                                   lationoffailurebehaviorofbrittleheterogeneousrockun
                                                                   deruniaxialcompressiontest[J].Materials,2022,15
            _`7R:
                                                                   (19):7035.
            [1]SILVEIRALRC,LANAMS,ALAMEDA-HERNANDEZ
                                                               [16]C ¤, 2Ù4, ß ‚, ‘. þkRSHfl*][lnó
                P ,etal.Anewmethodologyforrockfallhazardassessment
                                                                   ÛKùÆ·1[J]. päNO&c,2014,47(S2):62-68.
                inrockyslopes [J].Mining,2022,2(4):791-808.
                                                               [17]HUANGChenchen,ZHUCheng,MAYifei,etal.Inves
                                             3D
            [2]Êÿˆ, ÖÜ¥, ‹oh, ‘. 'x PFC W Rockfall ^¢
                                                                   tigatingmechanicalbehaviorsofrocksunderfreeze-thaw
                ¹ÏÛ¹VùÆq™;<[J]. %&H«KNO,2020,
                                                                   cyclesusingdiscreteelementmethod [J].RockMechan
                20(8):3203-3210.
                                                                   icsandRockEngineering ,2022,55:7517-7534.
            [3]MAChunhui,YANGJie,ZENZG,etal.Calibrationof
                                                                                          ( 456 190 7)
                themicroparametersofthediscreteelementmethodusinga
   181   182   183   184   185   186   187   188   189   190   191