北方沿海路基土工程特性试验研究
Experimental Study on the Characteristics of Subsoil Engineering in Northern Coastal Roadbed
DOI: 10.12677/HJCE.2018.73039, PDF,    国家自然科学基金支持
作者: 高建新*:大连海事大学道路与桥梁工程研究所,辽宁 大连;张立涛, 潘 健, 王 钊, 张志伟:中铁建大桥工程局集团一公司,辽宁 大连
关键词: 北方沿海路基土土工试验物理力学性质指标The Northern Coastal Subgrade-Soil Soil Test Physical and Mechanical Properties
摘要: 针对北方沿海路基所处环境复杂,在具体设计和施工时超出既有规范与经验的现状,研究北方沿海路基土的相关特性有着重大的工程意义。取北方沿海路基土为试样进行一系列土工试验,测出土体一系列反映土体物理力学性质的指标。研究表明,部分北方沿海路基土属于粗粒土,含水量高,抗剪强度低,透水性好,压缩性差,固结速度较快。可为北方沿海路基土的改良、加固提供依据,也为北方沿海路基沉降的计算,路基承载力的计算奠定了基础。
Abstract: Because the north coastal embankment environment is complex, with specific design and con-struction beyond the status quo of the standard and experience, research on the northern coastal related properties of subgrade soil has important engineering significance. A series of geotechnical tests were carried out for the northern coastal subgrade soil, and a series of indicators reflecting the physical and mechanical properties of soil were measured. The research shows that some northern coastal embankments are coarse grained soils with high water content, low shear strength, good permeability, poor compressibility and fast consolidation. It can provide the basis for the improvement and reinforcement of the northern coastal subgrade soil, and also the calculation of the settlement of the northern coastal subgrade and the calculation of the bearing capacity of the subgrade.
文章引用:高建新, 张立涛, 潘健, 王钊, 张志伟. 北方沿海路基土工程特性试验研究[J]. 土木工程, 2018, 7(3): 340-349. https://doi.org/10.12677/HJCE.2018.73039

参考文献

[1] 江宗斌. 沿海路基变形特性试验与数值模拟研究[D]: [硕士学位论文]. 大连: 大连海事大学, 2013.
[2] 刘怡林, 黄茂松. 公路路基地基承载特性及破坏模式[J]. 地下空间与工程学报, 2010, 6(1): 84-89.
[3] 陈明珠, 阎长虹, 王玉英, 詹启伟, 郭军辉, 郑军, 陈喜. 土体渗透性影响因素——以普定陈旗堡为例[J]. 水文地质工程地质, 2008(4): 66-70.
[4] JTG E40-2007. 公路土工试验规程[S].
[5] 刘红军. 土质学与土力学[M]. 北京: 北京大学出版社, 2013.
[6] 龚晓楠. 高等级公路地基处理设计指南[M]. 北京: 人民交通出版社, 2015: 4-5.
[7] 卢廷浩. 土力学[M]. 北京: 高等教育出版社, 2010.
[8] 松岡元. 土力学[M]. 罗汀, 姚仰平, 编译. 北京: 中国水利水电出版社, 2001.