疏松砂岩工程地质特性研究
[Abstract]:Loose sandstone is a kind of rock stratum which has been exposed in the important underground engineering in recent years, such as loose structure, poor self-stability, water gushing, collapse and other engineering accidents. In view of the deficiency of the present research on its engineering geological properties, this paper takes loose sandstone as the research object, relies on many existing building and construction projects, through field investigation, adopts systematic indoor experiments. The basic engineering geological characteristics of loose sandstone are analyzed and summarized, and the freezing effect and genetic problems are deeply studied and discussed. It complements and enriches the study of the basic characteristics of loose sandstone, especially the basic laws and mechanisms of physical and mechanical properties, structural characteristics, etc. To provide theoretical and experimental data for further research and engineering construction of loose sandstone in geotechnical engineering field. In this paper, the following conclusions are obtained: (1) the study of the distribution characteristics and material composition of loose sandstone shows that the loose sandstone is widely distributed, mainly located in the east of Gansu and Lanzhou basin in the middle of Gansu; Belonging to one or more layers of the red beds, which are Neogene and Paleogene sediments; Its material composition is single, mainly quartz, the content of cement is very little, impurity content is very few. (2) the structure and physical and mechanical properties of loose sandstone show that it belongs to the granular structure like continuum medium macroscopically; Microscopically, it belongs to skeleton structure, poor cementation, and forms uniform and loose pore structure type: low mechanical strength, weak lithology and very soft rock. Loose sandstone belongs to shaly silt (fine) sandstone with loose structure and large porosity. Physical and mechanical properties are poor, close to loose sand, weak permeability, easy to disintegrate, low shear strength and low compressibility. (3) the freezing effect of loose sandstone shows that its physical and mechanical properties and structural characteristics are affected by freeze-thaw process. In physical properties, the characteristics of water content, density and permeability change with the change of freezing state, and the structural effects in freezing and thawing process include the change of its whole structure, the creation of microcracks, the change of pores and the change of clay minerals, etc. Freezing greatly improved its mechanical strength, but its strength deteriorated after thawing and was lower than that of natural state. During the process of freeze-thaw, the variation of physical and mechanical properties should be taken into account and reasonably utilized. (4) the study on the genesis of loose sandstone shows that it belongs to the product of wind-sand activity and is affected by the effect of water environment in the later stage. Loose sandstone has the characteristics of weak diagenesis and complex diagenetic environment. It is the product of aeolian sand formed in arid climate and adapted to dry and hot climate. It is also affected by late occurrence environment and diagenesis. The arid climate and environment of Neogene and Paleogene were discussed.
【学位授予单位】:兰州大学
【学位级别】:硕士
【学位授予年份】:2015
【分类号】:P642
【相似文献】
相关期刊论文 前10条
1 秦文龙;苗建宇;蒲仁海;张荣军;孟选刚;;疏松砂岩黏稳酸酸化性能研究[J];西北大学学报(自然科学版);2011年05期
2 颜耀敏,姜开侠;边底水疏松砂岩气藏气井合理产量标定方法研究[J];云南地质;1999年03期
3 宋丽莉,葛洪魁,王宝善;疏松砂岩弹性波速模型的研究[J];石油大学学报(自然科学版);2004年06期
4 费成俊;;疏松砂岩稠油地层分段充填管柱技术研究[J];内江科技;2013年02期
5 张卫东;杨志成;魏亚蒙;;疏松砂岩水力压裂裂缝形态研究综述[J];力学与实践;2014年04期
6 王尤富;疏松砂岩地层微细粒运移特征实验研究[J];特种油气藏;2005年05期
7 赵艳宁;费成俊;梁娟;;疏松砂岩稠油油藏的无筛管压裂技术[J];内江科技;2012年04期
8 贾丽华;王胜;韩春萍;;疏松砂岩储层物性参数核磁共振试验研究[J];长江大学学报(自然科学版)理工卷;2009年04期
9 谢裕江;刘高;李高勇;;甘肃兰州黄河北岸疏松砂岩成因[J];现代地质;2012年04期
10 王启东;;浅析人工挖孔桩以红砂岩作持力层时疏松砂岩的工程地质特征[J];安徽地质;2004年04期
相关会议论文 前8条
1 宋丽莉;葛洪魁;张卫东;林英松;;疏松砂岩弹性波速的实验与模型研究[A];中国地球物理学会年刊2002——中国地球物理学会第十八届年会论文集[C];2002年
2 葛洪魁;宋丽莉;王宝善;;粒间接触条件控制疏松砂岩弹性波速[A];中国地球物理学会第二十届年会论文集[C];2004年
3 龚雪峰;;桩西疏松砂岩综合防砂配套技术及改进[A];渤海湾油气勘探开发工程技术论文集(第十三集)[C];2008年
4 龚雪峰;;桩西疏松砂岩综合防砂配套技术及改进[A];第四届胜利油田北部油区疏松砂岩油藏开发技术研讨会论文集[C];2008年
5 宋丽莉;葛洪魁;王宝善;;考虑胶结影响的疏松砂岩弹性波速模型[A];中国地球物理学会第二十届年会论文集[C];2004年
6 徐立民;卢宗平;刘明辉;毛继国;宋晓强;郑国洪;;埕岛油田疏松砂岩压裂防砂工艺的改进[A];渤海湾油气勘探开发工程技术论文集(第十三集)[C];2008年
7 蒋予岭;;疏松砂岩油田水平井开发配套工艺技术应用[A];第四届胜利油田北部油区疏松砂岩油藏开发技术研讨会论文集[C];2008年
8 卢明辉;曹宏;晏信飞;姚逢昌;杨志方;巴晶;唐刚;;常胶结疏松砂岩模型应用于三湖气区烃类检测[A];中国地球物理2013——第二十专题论文集[C];2013年
相关重要报纸文章 前2条
1 胡凯;冰水取心法:破解疏松砂岩钻取难题[N];地质勘查导报;2007年
2 本报记者 李明泰 通讯员 王学宏;河南油田中深层疏松砂岩特稠油油藏开发取得突破[N];中国石化报;2006年
相关博士学位论文 前2条
1 曲连忠;疏松砂岩脱砂压裂实验与数值模拟研究[D];中国石油大学;2009年
2 王伟章;疏松砂岩高压挤压砾石充填理论及工程应用研究[D];中国石油大学;2008年
相关硕士学位论文 前6条
1 魏蒙恩;疏松砂岩工程地质特性研究[D];兰州大学;2015年
2 常琨;疏松砂岩人工裂缝起裂及延伸规律研究[D];中国石油大学(华东);2013年
3 武龙;水平井管内管外充填一体化研究[D];中国石油大学;2011年
4 刘波;疏松砂岩出砂机理定量研究[D];中国石油大学;2007年
5 李宁博;输水隧洞冻结施工段联合支护结构方案分析与优化研究[D];天津大学;2014年
6 黄越;文昌低渗透疏松砂岩纤维压裂技术研究[D];中国石油大学(华东);2013年
,本文编号:2367386
本文链接:https://www.wllwen.com/kejilunwen/diqiudizhi/2367386.html