Knowledge Resource Center for Ecological Environment in Arid Area
陕北地区毛乌素沙漠公路风积沙工程特性研究 | |
其他题名 | Research on engineering characteristics of aeolian sand in desert region of Maowusu in northern Shaanxi |
张浩; 刘江; 胡江洋; 折学森; 贾星星 | |
来源期刊 | 合肥工业大学学报. 自然科学版
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ISSN | 1003-5060 |
出版年 | 2015 |
卷号 | 38期号:8页码:1103-1108 |
中文摘要 | 文章通过筛分试验、重型标准击实试验、直剪试验、室内回弹试验、CBR试验等方法分析了3种沙样的击实特性与强度特性。试验结果表明:陕北地区风积沙颗粒较均匀,级配差,粒径分布在0.6~0.074 mm 之间,属于特细沙;击实试验曲线呈横写的S型,即风积沙在干燥状态和最优含水率下均可被压实;3种沙样的不均匀系数C_(u3)>C_(u2)>C_(u1),而内摩擦角phi_3>phi_2>phi_1,回弹模量E_(03)>E_(02)>E_(01);风积沙的室内回弹模量在45~70 MPa之间变化,不浸水的CBR_(max)值比浸水4 d的CBR_(max)值高出近2倍。通过控制机械参数(振幅A=0.4 mm,频率f=48 Hz),现场压实风积沙路基在压实5遍时,压实度可达到96.4%,CBR_(max)值可达到24. 2,均能满足相关规范要求。 |
英文摘要 | This paper studied three kinds of aeolian sand samples,with respect to compaction characteristics and strength characteristics by using different test methods, i. e. screening tests, heavy typical compacting test, direct shear test, indoor rebound test and CBR test. The results showed that the gradation of aeolian sand in northern Shaanxi was bad, with particle size ranging from 0. 6 mm to 0. 074 mm. The compaction curve was plotted similar to a horizontally-written letter S,indicating that the aeolian sand could be well compacted whatever it was dry or wet The results of nonuniformity coefficient of three samples are in the order C_(u3)> C_(u2)>C_(u1),for the internal friction angle,phi_3>phi_2>phi_1, and for the resilient modulus, E_(03)>E_(02)>E_(01). Resilient modulus ranged from 45 MPa to 70 MPa With the increasing degree of compaction,CBR value increased significantly. The CBR_(max) value of aeolian sand flooding with 4 d is double lower than that of not flooding. Field compaction tests were carried out as the amplitude A of the machine was 0. 4 mm and the frequency f was 48 Hz. When the roadbed was compacted five times, the degree of compaction was 96. 4% and the value of CBRmax was 24. 2,which are quite acceptable. |
中文关键词 | 道路工程 ; 风积沙 ; 击实试验 ; 压实度 |
英文关键词 | road engineering aeolian sand compacting test degree of compaction |
语种 | 中文 |
国家 | 中国 |
收录类别 | CSCD |
WOS类目 | TRANSPORTATION |
WOS研究方向 | Transportation |
CSCD记录号 | CSCD:5495519 |
资源类型 | 期刊论文 |
条目标识符 | http://119.78.100.177/qdio/handle/2XILL650/232872 |
作者单位 | 长安大学公路学院, 西安, 陕西 710064, 中国 |
推荐引用方式 GB/T 7714 | 张浩,刘江,胡江洋,等. 陕北地区毛乌素沙漠公路风积沙工程特性研究[J],2015,38(8):1103-1108. |
APA | 张浩,刘江,胡江洋,折学森,&贾星星.(2015).陕北地区毛乌素沙漠公路风积沙工程特性研究.合肥工业大学学报. 自然科学版,38(8),1103-1108. |
MLA | 张浩,et al."陕北地区毛乌素沙漠公路风积沙工程特性研究".合肥工业大学学报. 自然科学版 38.8(2015):1103-1108. |
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