高海拔嚴寒地區(qū)石馬公路邊坡植被防護研究
[Abstract]:In recent years, with the implementation of the strategy of western development in our country, in the construction of highway, railway, hydropower and other projects, a large number of slopes are often required to be excavated. The excavation of the slope not only destroys the original vegetation and shallow overburden. It also leads to a large number of secondary bare land and serious soil erosion, especially in high altitude cold areas, which aggravate the degradation of vegetation ecosystem. There are few researches on vegetation restoration of slope in high altitude cold area. Therefore, how to quickly restore the vegetation ecological environment of highway excavation slope in high altitude cold area and realize slope protection is an urgent task to be studied and solved. In this paper, the excavation slope of the Shiqu to Manigango highway is taken as the research object, the geotechnical engineering, vegetation science, soil science, environmental engineering and other disciplines are taken as the guidance, and the methods of field investigation and indoor test are adopted. The soil characteristics and adaptive substrates in high altitude cold area were studied. The suitable grass species were selected through planting experiment. The interaction between plant root system and rock and soil was simulated by numerical software, and the slope was stable from engineering geology. The vegetation restoration design of highway slope in high altitude cold area is carried out in three aspects of environmental engineering. The main research results are as follows: 1) through field investigation and indoor test, the soil characteristics of Shima highway are expounded. Based on the planting experiment, the "grass irrigation" combined planting model of slope vegetation protection in high altitude cold area is put forward, which provides a scientific basis for the vegetation restoration of the highway. 2) through the theoretical analysis of vegetation slope protection, it is concluded that plants have an effect on slope stability, and the soil is strengthened by stem and leaf rainfall, and soil is strengthened by root system. Herbaceous plants mainly strengthen the soil through the root system, the more the soil root content, the greater the shear strength of the soil, the higher the bearing capacity; Woody plants anchor and rub the soil through vertical root and horizontal root. The main root is similar to the full-length bonded anchor, which transfers the sliding thrust of the soil to the deep layer and the force to the lateral root. Through the friction resistance between the lateral root and the soil, the thrust of the sliding soil can be balanced, and then the stability of the slope will be affected. 3) the mechanism and effect of vegetation slope protection are discussed by establishing four kinds of calculation models and using numerical simulation method. The simulation results show that the interaction between herbaceous roots and rock soil is due to the presence of plant roots in the soil, and the slope topsoil and root system become root-soil complex, which increases the cohesion of soil and the surrounding stress. The stress and strain state of the shallow soil is changed, the stress level in the soil is reduced, and the lateral displacement of the shallow soil is limited. The herbaceous root system can obviously increase the shear strength of the surface soil of the slope and increase the safety factor of the slope. The slope stability has been improved. The soil consolidation function of woody root system mainly transfers the stress of the surface soil to the deep soil through the main root system, and anchors the deep soil mass, which is consistent with the anchoring theory. It is feasible to apply the anchoring theory to the analysis of the soil consolidation mechanism of the root system. 4) the soil consolidation effect of plant roots is mainly reflected in the effect on the shallow layer of the slope, but the effect on the deep soil is not obvious. The slope protection combined with "grass and irrigation" is the most effective way to improve slope stability, the herbaceous slope protection is the second, only woody plant is the worst. 5) through the vegetation restoration design of typical soil slope and rock slope of stone road, the corresponding construction method is put forward. The wet spraying technology and the greening base material spraying technology can protect the soil slope and the rock slope of Shima highway, and are suitable for the vegetation protection technology of highway slope in high altitude and severe cold area.
【學位授予單位】:成都理工大學
【學位級別】:碩士
【學位授予年份】:2014
【分類號】:U416.14;U417.1
【參考文獻】
相關(guān)期刊論文 前10條
1 趙青生;婁明連;;磁性肥料(誘導磁場)對種子萌發(fā)影響的試驗研究[J];安徽大學學報(自然科學版);1993年04期
2 宋維峰;陳麗華;劉秀萍;;林木根系固土作用數(shù)值分析[J];北京林業(yè)大學學報;2006年S2期
3 李建章;李文軍;周文瑞;范東斌;高偉;;脲醛樹脂固化機理及其應用[J];北京林業(yè)大學學報;2007年04期
4 婁明連,婁天紅;磁性肥料應用技術(shù)研究[J];磁性材料及器件;1995年01期
5 董世魁,馬金星,蒲小鵬,張起榮,潘臻武;高寒地區(qū)多年生禾草引種生態(tài)適應性及混播組合篩選研究[J];草原與草坪;2003年01期
6 盧民安;蔣雙;;生態(tài)護坡技術(shù)[J];東北水利水電;2009年03期
7 呂春娟;陳麗華;宋恒川;汲文憲;郭峰;;植物根系固坡力學機理研究進展[J];亞熱帶水土保持;2011年03期
8 符亦強;;植被護坡機理及其工程應用研究[J];湖南交通科技;2011年02期
9 林梅欽;董朝霞;彭勃;李明遠;吳肇亮;;交聯(lián)聚丙烯酰胺微球的形狀與大小及封堵特性研究[J];高分子學報;2011年01期
10 周輝;范琪;;生態(tài)護坡中根系的加固機理與能力分析[J];公路;2006年12期
相關(guān)博士學位論文 前3條
1 張超波;林木根系固土護坡力學基礎(chǔ)研究[D];北京林業(yè)大學;2011年
2 王華;植被護坡根系固土及坡面侵蝕機理研究[D];西南交通大學;2010年
3 蓋小剛;林木根系固土力學特性研究[D];北京林業(yè)大學;2013年
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