风积沙动力压实特性与盐胀特性试验研究OA
Experimental Study on Dynamic Compaction Characteristics and Salt Heave of Aeolian Sand
为研究沙漠地区风积沙动力压实特性与盐胀特性,以古尔班通古特沙漠和塔克拉玛干沙漠风积沙试样为研究对象,进行风积沙的结构成分分析、室内重型击实试验、室内 MTS激振试验及盐胀试验.结果表明:北疆与南疆风积沙 Cu值均偏小,粒径大小分布较均匀,级配较差,粉黏粒占较小,黏性能力低,整体较为松散;南、北疆风积沙分别在激振频率为 70 Hz、激振力为 15+8 kN 时和激振频率为 68 Hz、激振力为 10+5 kN 时压实度为最大;南、北疆风积沙试样的含盐量升高时,其所对应的盐胀量也会有所变大,在实际工程中应优先选择含盐量低的风积沙作为填料.
To study the dynamic compaction characteristics and salt heave characteristics of Aeolian sand in the desert area,this paper adopted the Aeolian sand samples from the Gurbantunggut Desert and the Taklimakan Desert as research objects.This paper also conducted structural component analysis,indoor heavy compaction test,indoor MTS vibration test,and salt heave test on the Aeolian sand samples.The results show that:the Cu values of Aeolian sand in both northern and southern Xinjiang are small,with a relatively uniform particle size distribution,poor gradation,a small proportion of fine and clay particles,low cohesive ability,and overall loose structure.The maximum compaction of Aeolian sand in southern and northern Xinjiang is achieved at vibration frequencies of 70 Hz and 68 Hz,and vibration forces of 15+8 kN and 10+5 kN,respectively.When the salt content of Aeolian sand samples in southern and northern Xinjiang increases,the corresponding salt heave volume also increases.In actual engineering,Aeolian sand with low salt content should be prioritized as filler.
熊颖;李昊明;南宁;苏卫卫
越秀交通基建有限公司,广州 510623中交第一公路勘察设计研究院有限公司,西安 710061中交第一公路勘察设计研究院有限公司,西安 710061中交第一公路勘察设计研究院有限公司,西安 710061
交通工程
风积沙路基工程填料粒径含盐量盐胀特性经济性
aeolian sandsubgrade engineeringparticle size of fillersalt contentsalt heave characteristicseconomy
《路基工程》 2026 (3)
58-62,5
新疆生产建设兵团财政科技计划重点研发项目(2022AB019)山东秦滨高速公路建设有限公司科技研发项目(QB-2023-SG-03)
评论