首页 | 本学科首页   官方微博 | 高级检索  
     

重复利用土击实试验对比及其准确性探讨
引用本文:徐盼盼, 冯文文, 钱会, 柳凤霞. 2017: 重复利用土击实试验对比及其准确性探讨. 工程地质学报, 25(Z1): 129-133. DOI: 10.13544/j.cnki.jeg.2017.s1.095
作者姓名:徐盼盼  冯文文  钱会  柳凤霞
作者单位:1.长安大学环境科学与工程学院 西安 710054;;2.旱区地下水文与生态效应教育部重点实验室 西安 710054
基金项目:重塑黄土渗透性变化规律及其机制研究(4157020749),微尺度水文生态研究(310829173306),旱区-半干旱区干旱预警及水资源配置研究(310829173701),基于水文循环的水资源管理研究(310829172202)
摘    要:土的最大干密度和最优含水率是土方工程中抗压、抗剪、抗渗等性能的关键性指标。基于泾阳地区的马兰黄土,通过室内标准击实试验,对土重复使用和不重复使用的击实曲线进行对比分析,并利用三点二次插值函数的方法建立土的干密度和含水量的函数关系,验证击实试验结果的可靠性。研究表明:泾阳地区马兰黄土的最大干密度为1.735gcm-3,最优含水率为17.07%;重复利用土的最大干密度为1.762gcm-3,最优含水率为16.69%,相对非重复利用土,最大干密度增大1.56%,最优含水量减小2.23%。利用插值函数得到的最优含水率与最大干密度与击实试验的结论基本一致,表明击实试验的准确性。三点二次插值法思路明确、计算简便,为求解最大干密度和最优含水量提供了理论依据,具有较高的适用性。

关 键 词:击实试验  重复利用土  三点二次插值法  最大干密度  最优含水量
收稿时间:2017-08-29
修稿时间:2017-09-28

DISCUSSION ON COMPARISON AND ACCURACY OF REUSABLE SOIL COMPACTION TEST
XU Panpan, FENG Wenwen, QIAN Hui, LIU Fengxia. 2017: DISCUSSION ON COMPARISON AND ACCURACY OF REUSABLE SOIL COMPACTION TEST. JOURNAL OF ENGINEERING GEOLOGY, 25(Z1): 129-133. DOI: 10.13544/j.cnki.jeg.2017.s1.095
Authors:XU Panpan  FENG Wenwen  QIAN Hui  LIU Fengxia
Affiliation:1.School of Environmental Science and Engineering, Chang'an University, Xi'an 710054;;2.Key Laboratory of Subsurface Hydrology and Ecological Effects in Arid Region, Ministry of Education, Chang'an University, Xi'an 710054
Abstract:The maximum dry density and optimal moisture content of soil are key indicators of compression, shear and penetration in earthwork. Based on the Malan loess in Jingyang area, compaction curves of reused soil and non-reused soil are contrasted and analyzed through the indoor standard compaction test, and the paper presents the method of using three-point two-time interpolation function to establish the functional relation between the maximum dry density and the optimum moisture content so as to indicate the reliability of the compaction test results. The research indicates that the optimum water content of Malan loess in Jingyang area is 17.07% and the maximum dry density is 1.735g cm-3. The optimum water content and the maximum dry density of reused soil are 1.762g cm-3 and 16.69%,respectively. Compared with non-reused soil, the maximum dry density increased by 1.56% and the optimal water content decreased by 2.23%.The conclusion obtained by using the three-point two-time interpolation function is basically consistent with the compaction test, which shows the accuracy of the compaction test. The method has the advantages of clear thinking and simple calculation, and has high applicability, which provides a theoretical basis for solving the maximum dry density and the optimal water content.
Keywords:Compaction test  Reused soil  Three-pointtwo-time interpolation method  Maximum dry density  Optimal moisture content
点击此处可从《工程地质学报》浏览原始摘要信息
点击此处可从《工程地质学报》下载全文
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号