高填方路堤软弱区域爆破挤密技术

doi:10.3981/j.issn.1000-7857.2014.15.006

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Abstract: Application of the explosive compaction technology is proposed to solve the problem that conventional high-filled embankment reinforcementproject is costlyand has unsatisfactory effect.,A cavity is formed after blasting in soilunderground,withthe soil around the cavitycompressed under blast loading.The embankment is reinforcedby filling materials into the blasting cavity and compressingthem layer by layer. This paper studies the explosive experiments under nine different conditions and analyzesthe compaction effectunder different water content and compaction degree. The results show thatsoil with lowcompactiondegree and highwatercontent before blastingformsblasting cavities with relatively large radius.The test project carried out on a highwaywith highfilled embankmentdemonstrated that application of thetechnology achieved satisfactory effect with undamagedpavement and slope, shortened duration of maintenance and repair,reduced cost,and reduced impact of road construction on traffic.

Key words： high-filled embankment compaction blasting compaction degree water content

Received: 20 January 2014

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	Articles by authors
	WEI Lianyu
	LIU Yanzhu
	MA Shibin
	WANG Qingzhou

Cite this article:

WEI Lianyu,LIU Yanzhu,MA Shibin, et al. Explosive Compaction Technology Applied to Weak Areas of High-filled Embankment[J]. journal1, 2014, 32(15): 49-52.

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http://www.kjdb.org/EN/10.3981/j.issn.1000-7857.2014.15.006 OR http://www.kjdb.org/EN/Y2014/V32/I15/49

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