生物酵素酶土壤固化技术在道路工程中的试验研究
[Abstract]:With the development of urbanization, road engineering is facing another large-scale construction and development. Soil curing technology is very important for the repair of existing roads and the subgrade of newly built roads and pavement engineering. How to reduce the project cost and shorten the construction period while ensuring the engineering technology, Reducing environmental pollution has become the key of road engineering solidification technology. The technology of soil solidification is based on enzyme. Bio-enzyme soil curing agent is a new kind of environmental protection material, which can not pollute the environment, but also can guarantee the strong mechanical and road performance of the solidified soil. In this paper, firstly, the research direction and content are defined, and the mechanism of solidification is analyzed. It is proved by the comparison of engineering properties that the enzyme solidified soil has higher engineering use value than the undisturbed soil, and then a series of road performance tests are carried out. Through the analysis of economic and social benefits, the study on the soil solidification technology of biozyme enzyme has been achieved and the goal of popularization has been achieved by means of the analysis of the good road performance index of the soil solidified by biological enzyme and the analysis of the economic and social benefits at last. In this paper, the experimental data show that the biological enzyme solidified soil is of higher engineering value. The shear strength test is to measure the friction angle and cohesive force to compare the engineering properties of the solidified soil and the undisturbed soil, and the consolidation compression test is mainly to compare the compression coefficient and the compression modulus index of the solidified soil and the undisturbed soil. In order to further highlight the solidification effect of solidified soil, the unconfined compressive test, split test and modulus test of compressive resilience were used to determine the experimental values of 7 days, 14 days and 21 days and 30 days, respectively, to determine the optimum dosage of curing agent and to obtain the test index; the water stability test, The frost resistance test showed the water stability and frost resistance of the soil in the specified time. The data of this paper play a guiding role in popularizing the soil solidification technology of enzyme, and are beneficial to the further development of this technology by experts.
【学位授予单位】:沈阳大学
【学位级别】:硕士
【学位授予年份】:2017
【分类号】:U414
【参考文献】
相关期刊论文 前10条
1 李贞;赵祉淇;梁汇溪;;加筋水泥土桩锚支护施工技术在工程中的应用[J];辽宁工业大学学报(自然科学版);2017年02期
2 戴北冰;徐锴;杨峻;谭国焕;邓蕴桥;黄景昌;;基于生物酶的固土技术在香港的应用研究[J];岩土力学;2014年06期
3 张宜洛;赵瑜隆;于明策;何壮彬;;纤维用量对SMA马歇尔技术指标的影响分析[J];中外公路;2014年01期
4 李桢;黄瑜;;土壤固化剂在公路路基施工中的应用[J];黑龙江科技信息;2013年22期
5 赵西宁;冯浩;吴普特;汪有科;高建恩;;现代雨水利用技术研究进展与研发重点[J];灌溉排水学报;2009年04期
6 沈飞;曹净;曹慧;;土壤固化剂的发展现状及其前景展望[J];岩土工程界;2008年12期
7 柯结伟;庞有师;陈志勇;;土壤固化剂技术研究与工程应用现状[J];华东公路;2007年05期
8 李帅华;;酵素技术在社区景观道路的应用[J];广东建材;2007年04期
9 朱焕新;;改善膨胀土性能的固化剂试验研究[J];铁道建筑;2007年01期
10 方祥位;孙树国;陈正汉;申春妮;徐尔昌;;GT型土壤固化剂改良土的工程特性研究[J];岩土力学;2006年09期
相关硕士学位论文 前10条
1 赵瑜隆;SG-1型土壤固化剂稳定碎石土配合比设计及路用性能研究[D];长安大学;2014年
2 赵鑫;土壤固化剂在公路工程中的应用研究[D];长安大学;2012年
3 孟子龙;生物酶固化技术在道路基层中的应用研究[D];长沙理工大学;2012年
4 张奇;复合土壤胶结料在路面基层稳定土中应用的试验研究[D];辽宁工程技术大学;2008年
5 姜华;固化剂稳定土路用性能试验研究[D];东北林业大学;2008年
6 王万峰;东北地区固化剂稳定土路面基层应用研究[D];吉林大学;2007年
7 陈瑶;贝赛尔固化剂加固土路用性能试验研究[D];吉林大学;2007年
8 胡军;土壤固化剂在路基处理、道路基层中的应用研究[D];天津大学;2007年
9 李昭鹏;路邦EN-1土体固化剂的路用性能研究[D];长安大学;2006年
10 周易平;高速铁路路基填料改良技术的研究[D];铁道部科学研究院;2000年
,本文编号:2247416
本文链接:https://www.wllwen.com/kejilunwen/daoluqiaoliang/2247416.html