天堂国产午夜亚洲专区-少妇人妻综合久久蜜臀-国产成人户外露出视频在线-国产91传媒一区二区三区

當(dāng)前位置:主頁(yè) > 科技論文 > 地質(zhì)論文 >

牛圈溝高速滑坡特征及發(fā)生機(jī)理研究

發(fā)布時(shí)間:2019-05-12 04:16
【摘要】:“5·12”汶川特大地震誘發(fā)滑坡災(zāi)害多達(dá)15000多處,其中大型地震滑坡300余處。牛圈溝滑坡為典型的大型高速遠(yuǎn)程滑坡,該滑坡不僅規(guī)模巨大,而且呈現(xiàn)出許多與通常重力環(huán)境下產(chǎn)生的滑坡災(zāi)害迥異的特點(diǎn),如觸發(fā)地面震動(dòng)、超常的高速拋射、異常高的流動(dòng)性、超長(zhǎng)的滑距等。本文通過研究牛圈溝高速滑坡的滑動(dòng)特征,提出強(qiáng)震條件下牛圈溝高速滑坡的形成機(jī)理,認(rèn)為其形成與滑坡體、滑床間的特殊部位—“鎖固段”(類似于發(fā)震斷裂帶中應(yīng)力集中的“鎖固段”部位)突然被剪斷的過程有關(guān)。由“鎖固段”的突然剪斷而觸發(fā)的地面震動(dòng),我們稱之為“滑坡地震”,并認(rèn)為滑坡地震為牛圈溝滑坡啟程劇動(dòng)的重要產(chǎn)生機(jī)理;碌卣鸬恼鹪淳驮诨w和滑床之間,對(duì)滑體啟動(dòng)方式及加速度具有零距離的直接影響,是發(fā)生啟程劇動(dòng)的最根本原因。據(jù)此,本文認(rèn)為滑坡地震的產(chǎn)生是牛圈溝高速滑坡形成的本質(zhì)機(jī)理,是滑體能夠高速拋射的先決條件。(1)采用M.wyss方法估算滑坡地震震級(jí)及其釋放的能量;通過理論計(jì)算,得出滑坡的啟程速度及啟動(dòng)加速度的大。(2)運(yùn)用有限元軟件,對(duì)牛圈溝滑坡啟動(dòng)過程進(jìn)行數(shù)值模擬,模擬滑坡發(fā)生滑動(dòng)的過程,得出牛圈溝滑坡啟程劇動(dòng)的相關(guān)數(shù)據(jù)和結(jié)論。(3)利用滑坡模型試驗(yàn)研究鎖固段的面積大小在滑坡地震產(chǎn)生過程對(duì)滑體的影響,得到牛圈溝滑坡啟程速度和鎖固段之間的關(guān)系。世界上有關(guān)“滑坡地震”誘發(fā)自身高速滑動(dòng)的研究少有報(bào)道。本論文從牛圈溝高速滑坡入手,提出了牛圈溝大型高速滑坡啟程劇動(dòng)機(jī)理的“滑坡地震”解釋,不僅為該高速滑坡的研究提供了新的思路,還對(duì)地質(zhì)災(zāi)害的防治具有指導(dǎo)性意義。
[Abstract]:There are more than 15000 landslides caused by the "May 12" Wenchuan earthquake, of which more than 15000 are large earthquakes. Niuqiangou landslide is a typical large-scale high-speed remote landslide. The landslide not only has a large scale, but also presents many characteristics that are very different from the landslide disasters produced in the usual gravity environment, such as trigger ground vibration and extraordinary high-speed ejection. Unusually high liquidity, ultra-long slippage, etc. By studying the sliding characteristics of Niuyuanggou high-speed landslide, this paper puts forward the formation mechanism of Niuyuanggou high-speed landslide under strong earthquake conditions, and considers its formation and landslide body. The process of sudden shear of the "locked section" (similar to the "locked section" of the stress concentration in the seismogenic fault zone) is related to the special position between the sliding beds. The ground vibration triggered by the sudden shear of the "locking section" is called "landslide earthquake", and it is considered that the landslide earthquake is an important mechanism for the beginning of Niuqiangou landslide. The focal point of the landslide earthquake lies between the slide body and the slide bed, which has a direct effect on the start-up mode and acceleration of the slide body, which is the most fundamental reason for the onset of the upheaval. Based on this, it is considered that the occurrence of landslide earthquake is the essential mechanism of Niuqiangou high speed landslide formation, and it is a prerequisite for the high speed ejection of slide body. (1) M.wyss method is used to estimate the magnitude of landslide earthquake and the energy released by it. Through theoretical calculation, the starting speed and starting acceleration of the landslide are obtained. (2) the start-up process of Niuqanggou landslide is simulated by finite element software, and the sliding process of landslide is simulated. The related data and conclusions of Niuqianggou landslide are obtained. (3) the influence of the area of locking section on the sliding body in the process of landslide earthquake is studied by using landslide model test. The relationship between the starting speed of Niuqanggou landslide and the locking section is obtained. There are few reports about the high speed sliding induced by landslide earthquake in the world. Starting with the Niuqanggou high speed landslide, this paper puts forward the "landslide earthquake" explanation of the starting mechanism of the Niuqanggou large high speed landslide, which not only provides a new idea for the study of the high speed landslide. It is also of guiding significance to the prevention and control of geological disasters.
【學(xué)位授予單位】:西南交通大學(xué)
【學(xué)位級(jí)別】:碩士
【學(xué)位授予年份】:2015
【分類號(hào)】:P642.22

【相似文獻(xiàn)】

相關(guān)期刊論文 前10條

1 甕紀(jì)昌;李戰(zhàn)明;;陶家壩滑坡特征及穩(wěn)定性評(píng)價(jià)[J];地質(zhì)找礦論叢;2006年01期

2 王良奎;;富陽(yáng)市常綠鎮(zhèn)青龍滑坡特征及治理[J];廣東土木與建筑;2006年04期

3 陶宏亮;陳國(guó)金;陳松;李先福;;巴東趙樹嶺滑坡特征與穩(wěn)定性評(píng)價(jià)[J];武漢工程大學(xué)學(xué)報(bào);2008年02期

4 戴玉;;奉云線肖家堡滑坡特征及治理措施[J];路基工程;2008年05期

5 李長(zhǎng)雄;侯大偉;石金胡;;雙龍堡滑坡特征及治理措施[J];科技資訊;2009年04期

6 白俊萍;;小臥龍滑坡特征及其成因分析[J];煤;2009年09期

7 曾凡穩(wěn);;南京地區(qū)下蜀土滑坡特征探討[J];四川地質(zhì)學(xué)報(bào);2009年04期

8 李勇;楊文甫;;淺析某土質(zhì)邊坡滑坡特征及加固處理措施[J];中國(guó)水運(yùn)(下半月);2010年02期

9 尚衛(wèi)東;;晉城煤業(yè)集團(tuán)古書院礦滑坡特征和成因與治理[J];山西建筑;2010年21期

10 鄭仲;;古交市楊家坡滑坡特征和形成機(jī)理初探[J];山西建筑;2011年30期

相關(guān)會(huì)議論文 前7條

1 王天國(guó);李崇順;;天寶滑坡特征與成因[A];中國(guó)典型滑坡[C];1986年

2 李洪強(qiáng);肖揚(yáng);楊威;李青春;;卡基娃水電站卡基娃滑坡特征及其穩(wěn)定性分析[A];2010四川省水文、工程、環(huán)境地質(zhì)學(xué)術(shù)交流會(huì)論文集[C];2010年

3 郭文秀;龐繼群;方士軍;;鞏義市鐵生溝滑坡特征及防治[A];河南地球科學(xué)通報(bào)2009年卷(下冊(cè))[C];2009年

4 王佳權(quán);龍萬(wàn)學(xué);彭小平;;觸發(fā)因素對(duì)滑坡特征的影響研究[A];貴州省巖石力學(xué)與工程學(xué)會(huì)2008年學(xué)術(shù)年會(huì)論文集[C];2008年

5 范建海;方曉睿;任偉中;楊家?guī)X;;襄十高速公路韓家埡滑坡的特征與整治[A];第一屆全國(guó)公路科技創(chuàng)新高層論壇論文集公路設(shè)計(jì)與施工卷[C];2002年

6 曹炳蘭;;黃土高原巴謝河流域的古滑坡特征及其在災(zāi)難性大型滑坡形成中的作用[A];第四屆全國(guó)工程地質(zhì)大會(huì)論文選集(一)[C];1992年

7 郁淑華;高文良;;汶川地震重災(zāi)區(qū)降水與泥石流滑坡特征分析[A];中國(guó)科學(xué)技術(shù)協(xié)會(huì)2008防災(zāi)減災(zāi)論壇論文集[C];2008年

相關(guān)碩士學(xué)位論文 前4條

1 李建都;牛圈溝高速滑坡特征及發(fā)生機(jī)理研究[D];西南交通大學(xué);2015年

2 韋登;茂縣雅都滑坡特征及其穩(wěn)定分析[D];西南交通大學(xué);2010年

3 梁勇;基于遙感影像的文家溝滑坡特征研究[D];中國(guó)地質(zhì)大學(xué)(北京);2014年

4 王璞;勉縣膨脹土滑坡特征及危險(xiǎn)性評(píng)價(jià)方法研究[D];西安科技大學(xué);2011年



本文編號(hào):2475098

資料下載
論文發(fā)表

本文鏈接:http://sikaile.net/kejilunwen/diqiudizhi/2475098.html


Copyright(c)文論論文網(wǎng)All Rights Reserved | 網(wǎng)站地圖 |

版權(quán)申明:資料由用戶0690a***提供,本站僅收錄摘要或目錄,作者需要?jiǎng)h除請(qǐng)E-mail郵箱bigeng88@qq.com