發(fā)布時間：2018-04-20 01:16

  本文選題：高速公路 + 瀝青路面��； 參考：《武漢理工大學(xué)》2003年碩士論文

【摘要】： 高速公路把國民經(jīng)濟(jì)各領(lǐng)域和各個地區(qū)緊密地聯(lián)系起來，對繁榮經(jīng)濟(jì)發(fā)展、增進(jìn)文化交流、促進(jìn)社會進(jìn)步都起著重要的推動作用。路面使用性能是高速公路最重要的功能之一，要保證高速公路安全、經(jīng)濟(jì)、高效的運(yùn)營，必須對它實(shí)行科學(xué)的管理與養(yǎng)護(hù)。路面使用性能的正確評價是合理制定養(yǎng)護(hù)維護(hù)計(jì)劃、進(jìn)行投資決策的重要依據(jù)之一，是路面養(yǎng)護(hù)管理系統(tǒng)中重要的一環(huán)。因此，對路面使用性能評價方法的研究在國內(nèi)外受到極大的重視，是當(dāng)前道路工程領(lǐng)域研究的熱點(diǎn)問題之一。 目前國內(nèi)外常用的四類路面使用性能評價方法中回歸法評價結(jié)果與實(shí)測數(shù)據(jù)相關(guān)性不太理想，系統(tǒng)分析法客觀性不強(qiáng)，灰色理論法存在一定的主觀經(jīng)驗(yàn)性，其它一些方法還處于研究階段；而且這些方法都是基于普通公路建立，高速公路具有交通量大、汽車軸載重、交通渠化和行車速度高等特點(diǎn)，，路面使用性能的特點(diǎn)和發(fā)展變化規(guī)律與普通公路存在較大差異。所以，對高速公路路面使用性能評價新方法的研究，對確保道路運(yùn)輸?shù)臅惩ê蛧窠?jīng)濟(jì)順利的發(fā)展有著極其重要的理論和現(xiàn)實(shí)意義。 針對這些問題，本文在分析現(xiàn)有瀝青路面使用性能評價方法的基礎(chǔ)上，對高速公路瀝青路面使用性能評價問題進(jìn)行了比較深入的研究，本文的具體研究成果如下： 1、對國內(nèi)外路面使用性能評價方法的現(xiàn)狀進(jìn)行了評述，詳細(xì)論述了各種評價方法的基本思路及其優(yōu)缺點(diǎn)，并深入探討了路面使用性能評價的發(fā)展趨勢，為建立新的評價方法提供了基礎(chǔ)與參考； 2、分析了高速公路瀝青路面的特點(diǎn)，對常用的路面使用性能評價指標(biāo)進(jìn)行了研究，并針對高速公路的特點(diǎn)對各指標(biāo)進(jìn)行改進(jìn)，探討了一些能充分反映高速公路瀝青路面使用性能特點(diǎn)的評價指標(biāo)； 3、針對遺傳算法與神經(jīng)網(wǎng)絡(luò)優(yōu)缺點(diǎn)互補(bǔ)的特點(diǎn)，探討了GA與NN結(jié)合的必要性與可行性，將其結(jié)合與完善，建立了能充分發(fā)揮遺傳算法與神經(jīng)網(wǎng)絡(luò)優(yōu)勢的混合GANN模型；選擇簡單、高效、開放的Matlab語言實(shí)現(xiàn)了混合GANN模型； 4、首次提出了高速公路瀝青路面使用性能混合GANN評價方法；該方 武漢理工大學(xué)碩士學(xué)位論文 法運(yùn)用混合GANN模型，以路面最大裂縫率CR、最大車轍深度RD、平整度 o、強(qiáng)度系數(shù)551、抗滑能力SFC實(shí)測數(shù)據(jù)為基礎(chǔ)進(jìn)行模型建立，實(shí)現(xiàn)了對 高速公路瀝青路面使用性能的評價;通過對京珠高速公路湖北段路面的評價， 結(jié)果表明該方法準(zhǔn)確、科學(xué)、高效、實(shí)用，評價過程方便、快捷，預(yù)測結(jié)果 科學(xué)、準(zhǔn)確; 5、首次提出了瀝青路面路面狀況指數(shù)PCI的混合GANN預(yù)測方法;該 方法運(yùn)用混合 GANN模型，以路面平整度。、強(qiáng)度系數(shù)551與抗滑能力SFC 實(shí)測數(shù)據(jù)為基礎(chǔ)進(jìn)行模型建立，實(shí)現(xiàn)了對路面狀況指標(biāo)PCI的預(yù)測;依據(jù)該 方法可以對路面破損進(jìn)行有針對性的調(diào)查，減少調(diào)查范圍，節(jié)約人力物力， 提高工作效率。 本研究項(xiàng)目得到湖北省科技攻關(guān)項(xiàng)目(高速公路路面結(jié)構(gòu)優(yōu)化方法研究 98 1 P 1201)資助。
[Abstract]:The expressway links all areas of the national economy with each area closely. It plays an important role in promoting economic development, promoting cultural exchange and promoting social progress. The performance of pavement is one of the most important functions of the highway. It is necessary to ensure that the expressway is safe, economical and efficient. Management and maintenance. The correct evaluation of pavement performance is one of the important bases for making maintenance and maintenance plan and making investment decision. It is an important part of pavement maintenance management system. Therefore, the research on pavement performance evaluation method is greatly emphasized at home and abroad, and it is a hot topic in the field of road engineering. One of the questions.
At present, the correlation of four kinds of pavement performance evaluation methods commonly used at home and abroad is not very ideal, the objectivity of the system analysis method is not strong, the grey theory method has certain subjective empiricism, and the other methods are still in the study stage, and these methods are based on the common highway and high speed public. The road has the characteristics of heavy traffic, truck axle load, traffic channelization and high speed, and the characteristics of pavement performance and the law of development and change are quite different from that of ordinary highway. Therefore, the research on the new method of evaluating the performance of highway pavement performance is very important to ensure the smooth transportation of roads and the smooth development of the national economy. Important theoretical and practical significance.
In view of these problems, based on the analysis of the existing evaluation methods of the existing asphalt pavement performance, this paper makes a thorough research on the performance evaluation of the expressway asphalt pavement performance. The concrete results of this paper are as follows:
1, the current situation of pavement performance evaluation methods at home and abroad is reviewed, the basic ideas and advantages and disadvantages of various evaluation methods are discussed in detail, and the development trend of pavement performance evaluation is discussed in depth, which provides the basis and reference for the establishment of new evaluation methods.
2, the characteristics of expressway asphalt pavement are analyzed, and the commonly used evaluation indexes of pavement performance are studied. According to the characteristics of the expressway, the indexes are improved, and some evaluation indexes which can fully reflect the performance characteristics of expressway asphalt pavement are discussed.
3, in view of the advantages and disadvantages of genetic algorithm and neural network, the necessity and feasibility of combining GA with NN is discussed, and a hybrid GANN model which can give full play to the advantages of genetic algorithm and neural network is established, and a hybrid GANN model is realized by selecting simple, efficient and open Matlab language.
4, a hybrid GANN evaluation method for expressway asphalt pavement performance is put forward for the first time.
Master's degree thesis of Wuhan University of Technology
The mixed GANN model was applied to the maximum pavement crack rate CR, the maximum rutting depth RD, and evenness.
O, strength coefficient 551, skid resistance SFC measured data based on the establishment of the model, the realization of the right.
Evaluation of expressway asphalt pavement performance; evaluation of Hubei section of Beijing Zhuhai expressway.
The results show that the method is accurate, scientific, efficient and practical, and the evaluation process is convenient, fast and forecast.
Scientific and accurate;
5, a hybrid GANN prediction method for asphalt pavement condition index PCI is put forward for the first time.
Methods the mixed GANN model was applied to pavement roughness, strength factor 551 and skid resistance SFC.
Based on the measured data, the model is established, and the prediction of pavement condition index PCI is realized.
The method can conduct a targeted investigation of the road surface damage, reduce the scope of investigation, and save manpower and material resources.
Improve work efficiency.
This research project has been studied in Hubei province.
981 P 1201) funded.

【學(xué)位授予單位】：武漢理工大學(xué)
【學(xué)位級別】：碩士
【學(xué)位授予年份】：2003
【分類號】：U416.217

【引證文獻(xiàn)】

相關(guān)期刊論文 前3條

1 賈國全;;瀝青混凝土路面性能綜合評價模型研究[J];公路交通科技(應(yīng)用技術(shù)版);2010年07期

2 辛恕杰;劉元林;;高等級公路瀝青路面使用性能評價研究[J];公路交通技術(shù);2008年02期

3 李佳衡;;高等級公路瀝青路面使用性能評價研究[J];山西建筑;2007年32期

相關(guān)碩士學(xué)位論文 前10條

1 徐晶;高速公路交通安全微觀評價方法及應(yīng)用研究[D];北京交通大學(xué);2011年

2 楊珍;基于遺傳神經(jīng)網(wǎng)絡(luò)的鐵路危險(xiǎn)貨物運(yùn)輸風(fēng)險(xiǎn)評價分析與應(yīng)用研究[D];北京交通大學(xué);2011年

3 尚保玉;高速公路瀝青混凝土路面使用性能評價方法研究[D];武漢理工大學(xué);2011年

4 李孝兵;基于遺傳神經(jīng)網(wǎng)絡(luò)的路面使用性能評價及預(yù)測[D];武漢理工大學(xué);2006年

5 張海英;高速公路瀝青路面路況評價與養(yǎng)護(hù)決策的研究[D];南京航空航天大學(xué);2006年

6 張力;錘擊樁單樁極限承載力的神經(jīng)網(wǎng)絡(luò)預(yù)測研究[D];東南大學(xué);2006年

7 譚偉;柳州市柳邕路、航領(lǐng)路、南環(huán)西路路面使用性能評估研究[D];西南交通大學(xué);2007年

8 趙靜;瀝青路面的使用性能評價和預(yù)測模型[D];大連理工大學(xué);2008年

9 鮑亮亮;基于組合原理的高速公路瀝青路面使用性能評價與預(yù)測方法[D];湖南大學(xué);2008年

10 朱罡;高速公路瀝青路面路面管理系統(tǒng)分析與開發(fā)[D];長沙理工大學(xué);2008年

本文編號：1775581