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þÕnÏ9dë, *]þÕnH)ozi^SH, v relevancevectormachineanditsapplicationtorockfillma
Ñ^Æ_±N'8ê>fZ^], ÄÅé; terials [J].AdvancesinEngineeringSoftware,2020,147:
>=。 ½*]þÕnÝåziSHtô^U 102833.
[4]R ¤, ×>, = Ú. Ádýo¹ÉÿTU93
&B/UVÇÈj°¼@*]þÕn^þl。
ùÆq ; < [J]. ¹ R i & K N O & c,2013,32
ÿ"&ý>c93^Lq=pLsoÈÎ
(S1):2798-2805.
d*]þÕn^93qr, qrÝåziSH^
[5]ÃX@, ¿¿. E¹¡²@mnîO^ PFC2DùÆ
_VUV;<KuAéLsqr^U&ÇÈ{
q·1[J]. âãI&&c( NO%&»),2010,42
> [25] , I+u;<Ls^*]þÕn93qrÿ (S1):70-75.
ûX^µZ, µo93pORØRNO¢^ [6]Ш¨, ¦(, 9R¡, . 'x93^XoòR²
¬B*]þÕn^
ruÕûü。 @HîOq[J]. @J@Î%H}~,2021,41(6):
*tOR^;<¢, ü)OR^êÇ 92-98.
lÎBÔ]îO¢mÈÙÚ^;<¨ût。uA [7]¶AÍ, Ê;¼, Í3, . 4@ ÈÎdSH9e¯¶
'x93p, ûü&t"&ý^Lq=pÎ ^93q[J]. @AÁ¡NOÁ¡,2019,46(5):
161-168.
B¯U^>â, ü)oR8^êÇlWµmÈl,
[8]THOENIK,GIACOMINIA,LAMBERTC,etal.A3D
LsoêǵmÈR8SH*]þÕn^93
discreteelementmodellingapproachforrockfallanalysis
qr, Äî{|¨Û!oqr^µ¶l。
withdraperysystems [J].InternationalJournalofRock
6 [ \ MechanicsandMiningSciences,2014,68:107-119.
[9]×¾l, Ã*, ÃA0, . kRSHi=^93
uA¶Lo'x93^²@ORØR*]þ TUdùÆq[J]. 0ð$I&&c,2016,51(1):
ÕnËÌ=p, îLsORØRo'^¾«NO 22-29.
À²@qr、 ORqrW*]þÕnqr, qo [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.Loadattenua
( 1) £*]þÕn8ZEìå 30mâ, Qû
tionmechanismsofflexiblebarriersubjectedtobouldery
¥ÁþÕÝORÈ?ab^ÀN, £XZEìå 5
debrisflowimpact[J].Landslides,2019,16:2321-2334.
mâ, OR[l Qå 92%, QOPÀþ
[12]TOED,BOURRIERF,OLMEDOI,etal.Analysisof
ÕX。
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, = >, ïÝ. ê>!ZB²WÓ¯TUPð
ruÕÖ×。 l93·1 [J]. ÁãKNO&c,2015,11
( 3) ORöìkH*]þÕnâ, *]þÕn (1):70-76+83.
^U&Zå±I, OR¡ZöI*]þÕn^ [14]Ó Þ, ø/C, ¶ R, . TU93p;<}~[J].
i&}~,2003,33(2):251-260.
U&öI, ²ôU&¥å¼=OZ'æ, Ä%(fZ
[15]LIUJia,MAFengshan,GUOJie,etal.Numericalsimu
]UV, ±®å=。
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]Êÿ, 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