黄土边坡坡面有机硅加固工程特性研究
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- 英文论文题名：Study on the characteristics of the organic silicon on the Loess Slope
- 论文作者：赵胜杰 ; 李运海 ; 苏健 ; 郭玉华
- 英文论文作者：Zhao Shengjie ; Li Yunhai ; Su Jian ; Guo Yuhua ; Xi'an Changqing Technology Engineering Co Ltd
- 年：2016
- 作者机构：西安长庆科技工程有限责任公司;
- 论文关键词：黄土边坡 ; 坡面稳定 ; 有机硅 ; 材料
- 英文论文关键词：loess slope ; slope stability ; organic silicon ; materials
- 会议召开时间：2016-08-26
- 会议录名称：石油天然气勘察技术中心站第二十二次技术交流会论文集
- 语种：中文
- 分类号：TU444;TU753.8
- 学会代码：ZJKC
- 会议名称：石油天然气勘察技术中心站第二十二次技术交流会
- 会议地点：中国河北廊坊
- 主办单位：中国建筑学会工程勘察分会、石油天然气勘察技术中心站
- 学会名称：中国建筑学会工程勘察分会
- 页数：7
- 文件大小：2805k
- 原文格式：D
- 会议级别：全国
摘要
主要研究了有机硅黄土边坡坡面加固保护材料的性能特点,得出以下几点结论:黄土边坡坡面土试样的表层和内部结构不同,表层由无数排列紧凑的微小颗粒组成,小颗粒间缺少相应的连接,结构强度较低;试样内部胶体颗粒含量较多,土体结构强度较高。经有机硅加固后,坡体主要矿物成分无明显变化,微观结构有不同程度的改变,经有机硅加固的试样,从试样表层到表层以下1cm深度,结构性均得到不同程度改善。有机硅加固后的坡面耐水性提高最显著。
To study the silicone on loess slope reinforcement material protection performance characteristics,it gets to the results indicating that loess slope surface soil samples of the surface and internal structure is different, the surface is composed of numerous compact arrangement of tiny particles and small particles between lack of corresponding connection, lower structural strength; specimen colloidal particles are more content and structural strength of soil mass higher. After silicone reinforced, the slope is the main mineral component of no obvious change and microstructure have varying degrees of change, the silicone reinforced specimens, from the surface of the specimen to below the surface 1cm depth, structural were different degree improvement. The water resistance of organic silicon was the most significant.
To study the silicone on loess slope reinforcement material protection performance characteristics,it gets to the results indicating that loess slope surface soil samples of the surface and internal structure is different, the surface is composed of numerous compact arrangement of tiny particles and small particles between lack of corresponding connection, lower structural strength; specimen colloidal particles are more content and structural strength of soil mass higher. After silicone reinforced, the slope is the main mineral component of no obvious change and microstructure have varying degrees of change, the silicone reinforced specimens, from the surface of the specimen to below the surface 1cm depth, structural were different degree improvement. The water resistance of organic silicon was the most significant.
引文
[1]中华人名共和国国家标准,建筑边坡工程技术规范,GB 50330-2002,北京:中国建筑工业出版社,2002.
[2]曹佑裕,等.建筑工程勘察技术措施[M].安徽:合肥工业大学出版社,2010.
[3]郑颖人,等.边坡与滑坡工程治理[M].北京:人民交通出版社,2010.
[4]陈仲颐,等.土力学[M].北京:清华大学出版社,2010.
[5]钱家欢,等.土工原理与计算[M].北京:中国水利水电出版社,2000.
[2]曹佑裕,等.建筑工程勘察技术措施[M].安徽:合肥工业大学出版社,2010.
[3]郑颖人,等.边坡与滑坡工程治理[M].北京:人民交通出版社,2010.
[4]陈仲颐,等.土力学[M].北京:清华大学出版社,2010.
[5]钱家欢,等.土工原理与计算[M].北京:中国水利水电出版社,2000.