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 > 電氣論文 >

凍融循環(huán)下鹽漬土風(fēng)致疲勞動(dòng)力特性的試驗(yàn)研究

發(fā)布時(shí)間:2019-02-14 14:20
【摘要】:我國(guó)經(jīng)濟(jì)在飛速發(fā)展,化石能源不斷消耗,環(huán)境污染日益嚴(yán)重,迫切需要大力發(fā)展清潔能源。而在我國(guó)的西北地區(qū)有著豐富的風(fēng)力資源,同時(shí),“十二五”規(guī)劃的完成,使得我國(guó)在風(fēng)力資源的利用上有了諸多成就。由于我國(guó)地域遼闊,不同區(qū)域的地質(zhì)條件差異較大,西北地區(qū)分布著大量的鹽漬土,該地區(qū)氣候惡劣,低溫雨雪天氣頻發(fā)。嚴(yán)峻的氣候條件及特殊的風(fēng)機(jī)地基土,對(duì)風(fēng)機(jī)機(jī)組在建設(shè)期及運(yùn)營(yíng)中提出了巨大的挑戰(zhàn)。本文以內(nèi)蒙古中西部某鹽漬土地基上風(fēng)電場(chǎng)建設(shè)為例,研究鹽漬土地基在風(fēng)致疲勞荷載、凍融作用及鹽分的影響下其動(dòng)靜強(qiáng)度的變化規(guī)律。首先,分析凍融次數(shù)及含鹽量對(duì)鹽漬土靜強(qiáng)度的影響;進(jìn)而,對(duì)建設(shè)場(chǎng)地自然風(fēng)進(jìn)行模擬與等效,確定作用于地基土的風(fēng)致疲勞荷載形式并進(jìn)行試驗(yàn),分析風(fēng)致疲勞荷載作用時(shí),土體動(dòng)力特性與凍融循環(huán)次數(shù)、地基土含鹽量間的關(guān)系,總結(jié)當(dāng)含鹽量一定時(shí)地基土經(jīng)受相同的凍融循環(huán)作用后,其動(dòng)應(yīng)力與靜應(yīng)力之間的關(guān)系;最后,通過(guò)土體結(jié)構(gòu)損傷理論分析風(fēng)致疲勞荷載、凍融循環(huán)及鹽分作用下鹽漬土的強(qiáng)度損傷機(jī)理,并確定各因素影響的顯著性水平。研究發(fā)現(xiàn):(1)凍融循環(huán)作用下,鹽漬土的粘聚力及內(nèi)摩擦角隨凍融次數(shù)逐漸降低,當(dāng)凍融次數(shù)超過(guò)5次后,其減小速率會(huì)出現(xiàn)減緩的趨勢(shì)。(2)當(dāng)含鹽量從0%變化到6%時(shí),鹽漬土的粘聚力及內(nèi)摩擦角會(huì)呈現(xiàn)先減小后增大的趨勢(shì),變化速率與凍融次數(shù)有關(guān)。(3)試驗(yàn)條件相同時(shí),風(fēng)致疲勞荷載作用下,土體的極限動(dòng)應(yīng)力較靜應(yīng)力會(huì)有不同程度的減小;凍融作用下,土體的極限動(dòng)應(yīng)力會(huì)隨著凍融次數(shù)的增加呈降低趨勢(shì)。(4)風(fēng)致疲勞荷載、含鹽量及凍融循環(huán)均會(huì)使鹽漬土產(chǎn)生損傷,含鹽量及凍融循環(huán)對(duì)土體強(qiáng)度損傷的影響顯著。
[Abstract]:With the rapid development of economy, fossil energy consumption and environmental pollution, it is urgent to develop clean energy. In the northwest of China, there are abundant wind resources. At the same time, with the completion of the 12th Five-Year Plan, China has made a lot of achievements in the utilization of wind resources. Because of the vast territory and the great difference of geological conditions in different regions, there is a large amount of saline soil distributed in Northwest China, which has a bad climate and frequent low temperature rain and snow weather. The severe climatic conditions and special foundation soil of the fan have brought great challenges to the fan unit during the construction period and operation. Taking the wind farm construction on a salinized soil foundation in the central and western part of Inner Mongolia as an example, this paper studies the dynamic and dynamic strength of the saline soil foundation under the influence of wind-induced fatigue load, freezing and thawing and salt content. Firstly, the influence of freeze-thaw times and salt content on the static strength of saline soil is analyzed. Then, the natural wind of the construction site is simulated and equivalent, the wind-induced fatigue load forms acting on the foundation soil are determined and tested, and the dynamic characteristics of soil and the number of freeze-thaw cycles are analyzed when the wind-induced fatigue load is acted on. The relationship between dynamic stress and static stress of foundation soil under the same freeze-thaw cycle is summarized. Finally, the mechanism of strength damage of saline soil under the action of wind induced fatigue load, freeze-thaw cycle and salt is analyzed by the theory of soil structure damage, and the significance of each factor is determined. The results are as follows: (1) under the action of freeze-thaw cycle, the cohesion and internal friction angle of saline soil gradually decrease with the number of freeze-thaw times, when the freeze-thaw times exceed 5 times, (2) when the salt content changes from 0% to 6%, the cohesive force and internal friction angle of saline soil will decrease first and then increase. The rate of change is related to the number of freeze-thaw. (3) when the test conditions are the same, the ultimate dynamic stress of soil will decrease in varying degrees compared with the static stress under the action of wind-induced fatigue load; Under the action of freeze-thaw, the ultimate dynamic stress of soil will decrease with the increase of freeze-thaw times. (4) Wind-induced fatigue load, salt content and freeze-thaw cycle will cause damage to saline soil. The effect of salt content and freeze-thaw cycle on soil strength damage is significant.
【學(xué)位授予單位】:內(nèi)蒙古工業(yè)大學(xué)
【學(xué)位級(jí)別】:碩士
【學(xué)位授予年份】:2017
【分類號(hào)】:TM614

【參考文獻(xiàn)】

相關(guān)期刊論文 前10條

1 王法武;仇德倫;潘方樹(shù);程曄;;大型內(nèi)加勁風(fēng)力機(jī)塔筒動(dòng)力響應(yīng)與穩(wěn)定性分析[J];電力學(xué)報(bào);2016年05期

2 廖高華;烏建中;王亦春;;全尺寸風(fēng)機(jī)葉片疲勞加載系統(tǒng)設(shè)計(jì)及試驗(yàn)研究[J];機(jī)械科學(xué)與技術(shù);2016年08期

3 吳道勇;賴遠(yuǎn)明;馬勤國(guó);王沖;;季節(jié)凍土區(qū)水鹽遷移及土體變形特性模型試驗(yàn)研究[J];巖土力學(xué);2016年02期

4 王強(qiáng);邵生俊;邵帥;龍吉勇;;黃土的動(dòng)力損傷耗能機(jī)制和變形特性的研究[J];地震工程與工程振動(dòng);2015年06期

5 牛江宇;靳鵬偉;李棟偉;呂晶晶;;凍結(jié)鹽漬砂土單軸強(qiáng)度特性研究[J];冰川凍土;2015年02期

6 鄭鄖;馬巍;邴慧;;凍融循環(huán)對(duì)土結(jié)構(gòu)性影響的機(jī)理與定量研究方法[J];冰川凍土;2015年01期

7 胡凱;賴遠(yuǎn)明;;含鹽凍結(jié)粉質(zhì)砂土的強(qiáng)度參數(shù)和強(qiáng)度準(zhǔn)則試驗(yàn)研究[J];冰川凍土;2014年05期

8 孫勇;張遠(yuǎn)芳;周冬梅;王月;蔡函珂;;凍融循環(huán)條件下羅布泊天然鹽漬土強(qiáng)度變化規(guī)律的研究[J];水利與建筑工程學(xué)報(bào);2014年03期

9 蔡正銀;吳志強(qiáng);黃英豪;曹永勇;魏雁冰;;含水率和含鹽量對(duì)凍土無(wú)側(cè)限抗壓強(qiáng)度影響的試驗(yàn)研究[J];巖土工程學(xué)報(bào);2014年09期

10 陳錦;李東慶;邴慧;鄧友生;;含鹽量對(duì)凍結(jié)粉土單軸抗壓強(qiáng)度影響的試驗(yàn)研究[J];工程力學(xué);2013年12期

相關(guān)碩士學(xué)位論文 前5條

1 邱文浩;考慮大氣穩(wěn)定度和海氣交換的海上風(fēng)機(jī)葉片疲勞特性研究[D];哈爾濱工業(yè)大學(xué);2016年

2 樊惠燕;風(fēng)浪作用下海上風(fēng)機(jī)單樁基礎(chǔ)動(dòng)力學(xué)與疲勞分析[D];哈爾濱工業(yè)大學(xué);2016年

3 呂堯;基于數(shù)值風(fēng)洞的風(fēng)機(jī)風(fēng)振效應(yīng)研究[D];內(nèi)蒙古工業(yè)大學(xué);2015年

4 周建飛;風(fēng)致疲勞荷載作用下西部黃土地基動(dòng)力響應(yīng)的試驗(yàn)研究[D];內(nèi)蒙古工業(yè)大學(xué);2013年

5 蔣倉(cāng)蘭;黃土結(jié)構(gòu)損傷及演化規(guī)律研究[D];西北農(nóng)林科技大學(xué);2008年



本文編號(hào):2422285

資料下載
論文發(fā)表

本文鏈接:http://sikaile.net/kejilunwen/dianlidianqilunwen/2422285.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8e6c8***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