岩土力学
巖土力學
암토역학
ROCK AND SOIL MECHANICS
2014年
7期
1837-1842,1848
,共7页
石榴树包滑坡%饱水-失水循环%矿物成分%微观结构%力学效应
石榴樹包滑坡%飽水-失水循環%礦物成分%微觀結構%力學效應
석류수포활파%포수-실수순배%광물성분%미관결구%역학효응
Shiliushubao landslide%cycle of water-saturation and water-loss%mineral composition%microstructure%mechanical effect
三峡水库运行后水位周期性涨落,导致边坡土体在天然条件下长期处于被库水饱和-失水-再饱和的交替过程。分析2005-2009年库区水位变化,以及边坡土体在库水涨落被饱水-失水的次数与时间长度,分时段采集三峡库区库岸石榴树包滑坡堆积土样,分析其化学和矿物成分,观察土体微观结构,探索天然饱水-失水过程中水-岩相互作用对库岸边坡土体的影响和力学效应作用规律。研究结果表明,天然饱水-失水过程对库岸不同高程土体的化学组成和物理结构影响显著,其中172 m高程比168 m高程处受饱水-失水过程的影响较大。饱水-失水作用后,土体中SiO2、Al2O3、Na2O成分的含量上升,CaO、烧失量含量下降,土体的结构由致密的斑块状结构逐渐变成散乱的絮凝状结构,对库岸土体的力学效应产生了巨大的影响。
三峽水庫運行後水位週期性漲落,導緻邊坡土體在天然條件下長期處于被庫水飽和-失水-再飽和的交替過程。分析2005-2009年庫區水位變化,以及邊坡土體在庫水漲落被飽水-失水的次數與時間長度,分時段採集三峽庫區庫岸石榴樹包滑坡堆積土樣,分析其化學和礦物成分,觀察土體微觀結構,探索天然飽水-失水過程中水-巖相互作用對庫岸邊坡土體的影響和力學效應作用規律。研究結果錶明,天然飽水-失水過程對庫岸不同高程土體的化學組成和物理結構影響顯著,其中172 m高程比168 m高程處受飽水-失水過程的影響較大。飽水-失水作用後,土體中SiO2、Al2O3、Na2O成分的含量上升,CaO、燒失量含量下降,土體的結構由緻密的斑塊狀結構逐漸變成散亂的絮凝狀結構,對庫岸土體的力學效應產生瞭巨大的影響。
삼협수고운행후수위주기성창락,도치변파토체재천연조건하장기처우피고수포화-실수-재포화적교체과정。분석2005-2009년고구수위변화,이급변파토체재고수창락피포수-실수적차수여시간장도,분시단채집삼협고구고안석류수포활파퇴적토양,분석기화학화광물성분,관찰토체미관결구,탐색천연포수-실수과정중수-암상호작용대고안변파토체적영향화역학효응작용규률。연구결과표명,천연포수-실수과정대고안불동고정토체적화학조성화물리결구영향현저,기중172 m고정비168 m고정처수포수-실수과정적영향교대。포수-실수작용후,토체중SiO2、Al2O3、Na2O성분적함량상승,CaO、소실량함량하강,토체적결구유치밀적반괴상결구축점변성산란적서응상결구,대고안토체적역학효응산생료거대적영향。
The effects of water-saturation (WS) and water-loss (WL) on bank-slope became obvious over a period of time as reservoir water level fluctuated cyclically when the Three Gorges reservoir became operational in 2003. According to the natural processes of WS and WL during 2005-2009, purple soil samples were collected from the Shiliushubao landslide of Three Gorges to determine chemical and mineral compositions by full quantitative analysis of soil samples and mineral composition analysis of soil samples, and to observe microstructure of samples by soil samples electron microscopy. The impact of water-rock interaction on bank-slope soil and its mechanical law were analyzed during the processes of WS and WL. The study results show that the effects of WS and WL processes on the chemical and mineral compositions of soils from different elevations of the slope are different;soil from higher elevation (172 m) of landslide is impacted more heavily. After the WS and WL processes, the contents of SO2, Al2O3 and Na2O in soil increase while CaO and loss on ignition (LOI) in soil decrease. With the variations of chemical compositions contents, the microstructure of soil changes from dense plaque structure to random flocculation structure;and it is a huge impact on the mechanical effects of bank-slope.