价值工程
價值工程
개치공정
VALUE ENGINEERING
2014年
14期
122-123
,共2页
岩土力学%水位升降%土质边坡%水土作用%机理
巖土力學%水位升降%土質邊坡%水土作用%機理
암토역학%수위승강%토질변파%수토작용%궤리
rock and soil mechanics%fluctuation of water level%soil slope%action of water and soil%mechanism
本文从库水位周期性升降过程中水与土体物理作用、水与土体化学作用及水与土体力学作用三个方面,系统分析库水位升降作用下土质岸坡水与土体相互作用机理。结果表明:水与土体的物理化学作用,在水位周期性升降初期作用显著,随着周期性升降次数的增加,土体力学参数变化基本趋于稳定;水与土体力学作用,在库水位升降过程中,静水压力和动水渗透压力作用与土体的渗透性及水位升降速率有关,浮托力与岸坡的形状及淹没程度有关,岸坡土体基质吸力值随含水量的增加减小较快。
本文從庫水位週期性升降過程中水與土體物理作用、水與土體化學作用及水與土體力學作用三箇方麵,繫統分析庫水位升降作用下土質岸坡水與土體相互作用機理。結果錶明:水與土體的物理化學作用,在水位週期性升降初期作用顯著,隨著週期性升降次數的增加,土體力學參數變化基本趨于穩定;水與土體力學作用,在庫水位升降過程中,靜水壓力和動水滲透壓力作用與土體的滲透性及水位升降速率有關,浮託力與岸坡的形狀及淹沒程度有關,岸坡土體基質吸力值隨含水量的增加減小較快。
본문종고수위주기성승강과정중수여토체물리작용、수여토체화학작용급수여토체역학작용삼개방면,계통분석고수위승강작용하토질안파수여토체상호작용궤리。결과표명:수여토체적물이화학작용,재수위주기성승강초기작용현저,수착주기성승강차수적증가,토체역학삼수변화기본추우은정;수여토체역학작용,재고수위승강과정중,정수압력화동수삼투압력작용여토체적삼투성급수위승강속솔유관,부탁력여안파적형상급엄몰정도유관,안파토체기질흡력치수함수량적증가감소교쾌。
This paper, from three aspects of the physical action of water and soil in process of reservoir water level fluctuation, the chemical action of water and soil and mechanics action of water and soil, systematically analyses the mechanism of interaction between water and soil of soil bank under fluctuation of reservoir water level. As a result, the physical action of water and soil is affected obviously in the fluctuation of water level, the variation of soil mechanics parameter tends to be stable with the increase of the number of fluctuation cycles. In the process of reservoir water level fluctuation, hydrostatic and hydrodynamic seepage pressure relates to the soil permeability and water level fluctuation rate, uplift force, shape of slope, flooding degree; bank soil matric suction decreases rapidly with the increase of moisture content.