复杂···库岸···形破···及防·

项目来源

国家···学基···SF··

项目主持人

李建·

项目受资助机构

三峡··

项目编号

51···00·

立项年度

2014

立项时间

未公开

项目级别

国家·

研究期限

未知 / 未知

受资助金额

381.00万元

学科

工程···科学-水利··-水工···程

学科代码

E-E09-E0905

基金类别

重点··

关键词

防护···试验···机理···边坡···条件·

英文关键词

re···vo···ba···sl···;c···le···on···io···ex···im···;f···ur···ec···is···ro···ti···te···ol···;

参与者

许文···庆林···华;···;王···刘杰···成;···;李···

参与机构

三峡···

项目标书摘要:库岸···复杂···的变···将造···伤亡···损失···边坡···坏机···防护···力学···工程···重要···本项···峡库···以来···显变···迹象···边坡···对象···水、···冰雪···水库···复杂···主要···素,···用地···、室···、现···、室···滑坡···验以···模拟···,结···十余···测资···展库···地质···化、···损伤···学特···坡变···机理···边坡···险性···害风···及防···等问···,建···库岸···坡动···地质···揭示···件下···土体···性与···化规···握典···边坡···、应···位移···化规···示库···变形···理,···形破···模型···库岸···质灾···决策···构建···用的···坡新···结构···集成···护与···护新···研究···有重···论与···用价··

As···e ···or···io···ai···e ···er···mp··· c···it···s ···a ···er···r ···k ···pe···y ···se···su···ie···nd···op···y ···se···he···se···h ···th···ai···e ···ha···m ··· p···ec···n ···on···f ··· i···rt··· t···cs··· r··· a···so···me···ni···an···eo···hn···l ···in···in···ak··· r···rv··· b··· s···es··· t···Th··· G···es···se···ir···gi···as···e ···dy···je···wh··· h··· b··· o···ou··· d···ge···n ··· s···ag···er···,c···in···it···he···ni···in···at···n ···oz···ye··· a···ad···in···he···th··· o···eo···ic···an···si···ab···to···an···ie···ex···im···s,···ge···al···an···id···od···te··· a···nu···ic···si···at···s ···pr···ns···ly···is···oj··· w··· c···y ··· r···ar···s ···th···eo···ic···ev···ti···fo···da···e ···ra···io···ec···ic···pr···rt··· o···oc···nd···il···fo···ti···me···ni···ge···gy···sa···r ···k ···es···nt···st···un··· g···t ···ge···nd···ot···io···ec···lo···de···op···t ··· b···d ···eo···ic···de···ef···ti···th···yn···c ···lu···n ···ua···n ···or···g ···th···yp···l ···k ···pe··· c···id···ng···mp···at···co···ti··· i···ud··· r···rv··· w···r,···ns···m,···w ···t-···er···d ···er···r ···th···ke···s ···n ···as··· f···or···t ···l ···o ···ea···he···ck···ch···cs···ar···er···ic···nd···ma···ev···ti···un··· c···le···on···io···ob···n ··· v···at··· r···s ···se···ge···el···tr··· f···d ··· d···la···en···ie···of···pi··· b··· s···e,··· u···he···nk···op···ef···at··· d···ge···ol···on···de···cc···in···o ··· d···rm···on···ch···cs··· t···ba··· o···yn···c ···k ···es···nt···st···fo···eo···ic···di···te···of···gn···ca···ri···in···e ···k ···pe···ne···co···ic···d ···ct···l ···k ···pe···ta···ng···ru···re···st···wi···be···il···it···ew···gi···ri···an···co···ic···pr···ct··· t···ni···s ···eg···ed···to···.T···re···rc···es···s ···e ···or···t ···ue··· t···ry···d ···in···in···pp···at···s.

项目受资助省

湖北·

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  • 1.St··· o···he···lo···ng···ma···co···it···ve···de···f ···ds···e ···ed··· h···o-···ss··· c···e

    • 关键词:
    • Energy dissipation;Reservoirs (water);Stress-strain curves;Deterioration;Slope stability;Weibull distribution;Water levels;Fracture mechanics;Constitutive models;Unloading;Comparative analysis;Damage constitutive equation;Experimental curves;Hoek-Brown strength criterion;Macroscopic strength;Physical and mechanical properties;Reservoir water level;Saturated sandstones
    • Yo···he··· G···O.···n,···ma···an···, ···.;···gu···Ch···Qi···in···ia···in···.A···
    • 《Ch··· R··· 2··· C···er···e》
    • 2020年
    • October 23, 2020 - October 26, 2020
    • Be···ng···hi··
    • 会议

    Th···er···ic···se···d ···l ···re···vo···wa··· l···l ···er···dr···re···re···cl···ea···to···e ···er···at··· o···hy···al···d ···ha···al···op···ie···f ···k ··· s···ou··· t···ge···th···ns···il··· o···he···se···ir···op···Fr···th···ab···to···da···an···ha···te···ti···of···e ···es···tr··· c···e ···er···ff···nt···dr···ic···cl··· c···in···wi···th···en···li··· H···es···w,···e ···bu···di···ib···on···eo··· a···th···oe···ro···st···gt···ri···io···th···ne··· d···ip···on··· t···un···di···pr···ss··· a···me···s ··· d···ge···ri···e,···d ··· u···ad··· d···ge···ns···ut··· m···l ···sa···at···sa···to···un··· h···o-···ss··· c···e ···es···li···d.···de···yd···pr···ur···yc··· t···pa···et··· m···d ···f ··· c···ti···iv···od···ar···ra···ll···ec···si··· a···th···an···on···ri···en··· a···ma···sc···c ···en··· a···gr···al···we···ne···In···di···n,···e ···tt···d ···rg···nc···se···wh··· p···ti···ef···at··· s···ly···ay··· d···na···ro··· T···co···ra···e ···ly··· s···s ···t ··· c···ti···iv···od···fi···we···wi···th···xp···me···l ···ve···Th···am··· c···ti···iv···qu···on···n ···ex···ss···un··· h···o-···ss··· c···e.···is···se···h ··· h··· i···he···ab···ty···al···s ···ro···sl··· u···r ··· r···rv··· w···r ···th···ie··· ©···bl···ed···de···ic···e ···IO···ub···hi···Lt··

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