葉巴灘水電站壩址區(qū)“砂糖狀”擠壓破碎帶蝕變礦物巖石學(xué)特征及成因分析
[Abstract]:Under the influence of regional tectonics, the compressional fracture zone, which is widely developed in the Sanjiang tectonic belt between Eurasian plate and Indian plate, has become the main engineering geological problem restricting the construction and operation of large hydropower stations in China. The basic characteristics, types and causes of the "sucrose" crush fracture zone in the dam site of Yipatan Hydropower Station on the Jinsha River are studied in depth, which lays a foundation for further evaluation of the quality and availability of the rock mass in the "Sugar" crush fracture zone. Based on field investigation, scanning electron microscope (SEM), X) ray powder diffraction (XRD) and geochemical measurement, the macroscopic geological characteristics and altered mineral petrological characteristics of the "Sugar" crush fracture zone are revealed, and the alteration types are classified. The controlling factors and evolution process of sugary crush zone are discussed. The results show that: (1) the "sugary" crushing zone is located in the range of 2790 ~ 2850 m, and the rule of variation with elevation is not obvious; On the left bank, the "Sugar" crush fracture zone has a wide distribution range and a large number. On the right bank, the "Sugar shaped" crush crushing zone is concentrated in the conventional weathering and unloading zone, and the special geological phenomena are seldom revealed in the micro-new rock mass. The horizontal and vertical distribution range is smaller than the left bank; The depth of development of "Sugar" crush fracture zone has the law of deepening with cutting depth and slope turning degree. (2) most of "Sugar" crush fracture zone inherits early structural joints, and its mechanical properties are shearing; The "sugary" crushing zone is weak permeable in general, and will be enhanced in local structure or fissured dense zone. The permeability of medium elevation is usually higher than that of low elevation, and the permeability decreases gradually with the increase of buried depth. (3) observing the morphology characteristics of quartz, we can find that the structure of quartz is shell-like in the "sugary" crush crushing zone of dam site area. There are 5 types of secondary shell, orange peel, moss and insect moths; The dissolution time of quartz particles on the left bank and the complexity of the dissolution structure are positively correlated with the elevation, and the surface of quartz particles in the "sugary" crush crushing zone in the strong and weak unloading zone has visco-slip stress trace. The dislocation of the "Sugar" crush fracture zone mainly occurred in the Middle Pleistocene to the late Pleistocene. (4) the alteration in the dam site is multistage, and the alteration products are formed at different stages and the temperature varies greatly. The dynamic fluid in contact with the surrounding rock is the oxidized fluid rich in magnesium and iron; The rock is rich in aluminum and alkali in the "sugary" crushing zone, which is related to the decomposition of plagioclase and the formation of new minerals such as light-colored mica. The variation of the principal elements in the same adit shows that the fault structure has obvious control over the redistribution of the principal elements. (5) combined with the superposition of the alteration, according to the alteration temperature, the width of the broken zone and the color of the material in the broken zone, In the weathering state and the effect of groundwater, the "sugary" crush fracture zone is divided into slight alteration type, moderate alteration type and strong alteration type. Different alteration types are composed of different combinations of high-temperature and low-temperature dynamic structural alteration and secondary weathering alteration. (6) the specific lithology of the dam site. Geological structure and rock mass structure conditions provide material and structural basis for the formation of "sugary" crush fracture zone. The rapid downcutting of the valley results in the strong release of high strain energy in the slope rock mass, and the unloading and rebound of the slope rock mass towards the sky, forming a "sugary" crush crushing zone and producing structural dynamic alteration. The temperature of the dynamic heat flux in contact with the surrounding rock changes from high to low, resulting in slight and moderate alteration. Local weathering intensifies during the late stage of groundwater transformation, and secondary weathering alteration is formed when the zone is superimposed.
【學(xué)位授予單位】:成都理工大學(xué)
【學(xué)位級別】:碩士
【學(xué)位授予年份】:2017
【分類號】:TV221.2
【參考文獻(xiàn)】
相關(guān)期刊論文 前10條
1 張子洋;張雪艾;宣飛鴻;;珠海市燕山期花崗巖風(fēng)化特征及對其單軸抗壓強(qiáng)度影響[J];中山大學(xué)研究生學(xué)刊(自然科學(xué).醫(yī)學(xué)版);2013年04期
2 徐則民;黃潤秋;;基于結(jié)構(gòu)體的峨眉山玄武巖風(fēng)化程度評價(Ⅲ)——既有風(fēng)化指數(shù)評價[J];中國地質(zhì);2013年05期
3 韓剛;趙其華;彭社琴;;不對稱發(fā)育深卸荷地質(zhì)力學(xué)模式[J];巖土工程學(xué)報;2013年11期
4 劉成禹;何滿潮;;對巖石風(fēng)化程度敏感的化學(xué)風(fēng)化指數(shù)研究[J];地球與環(huán)境;2011年03期
5 宋勝武;馮學(xué)敏;向柏宇;邢萬波;曾勇;;西南水電高陡巖石邊坡工程關(guān)鍵技術(shù)研究[J];巖石力學(xué)與工程學(xué)報;2011年01期
6 杜樂天;王文廣;;堿型地幔流體與富堿熱液成礦[J];礦床地質(zhì);2009年05期
7 郭健;許模;張強(qiáng);;蝕變花崗巖特征及工程特性研究[J];甘肅水利水電技術(shù);2009年09期
8 榮冠;朱煥春;王思敬;;錦屏一級水電站左岸邊坡深部裂縫成因初探[J];巖石力學(xué)與工程學(xué)報;2008年S1期
9 張永雙;曲永新;劉景儒;郭長寶;;滇藏鐵路滇西北段蒙脫石化蝕變巖的工程地質(zhì)研究[J];巖土工程學(xué)報;2007年04期
10 巨廣宏;;黃河拉西瓦水電站壩區(qū)花崗巖風(fēng)化研究[J];中國地質(zhì)災(zāi)害與防治學(xué)報;2006年01期
相關(guān)博士學(xué)位論文 前3條
1 苗朝;巖體蝕變特征及工程地質(zhì)特性影響研究[D];成都理工大學(xué);2015年
2 張文居;基于典型岸坡深部裂縫的巖石力學(xué)試驗研究[D];成都理工大學(xué);2009年
3 楊根蘭;蝕變巖特性及其工程響應(yīng)研究[D];成都理工大學(xué);2007年
相關(guān)碩士學(xué)位論文 前2條
1 劉玉;花崗巖風(fēng)化碳匯規(guī)律及影響因素研究[D];西南大學(xué);2006年
2 陳鴻;大渡河中下游典型岸坡深部裂縫形成機(jī)制及工程效應(yīng)研究[D];成都理工大學(xué);2005年
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