水泥稳定碎石材料干燥收缩研究综述

doi:10.13229/j.cnki.jdxbgxb20220175

Abstract

Abstract:

The objective of this study is to analyze the drying shrinkage behavior of cement-stabilized macadam（CSM） and improve its anti-cracking performance. In this paper， previous studies conducted on the mechanism of shrinkage and cracking in CSM and shrinkage mitigation strategies are reviewed， and summarized. The drying shrinkage performance of CSM materials is mainly studied through shrinkage mechanism and shrinkage prevention and improvement measures. As a cement-based material， the existing research on the drying shrinkage mechanism of CSM mainly refers to the available dry shrinkage mechanism of cement concrete. Four models are always used to characterize the shrinkage at different stages according to the change of relative humidity（RH） inside the mixture： capillary tension， surface free energy， disjoining pressure and interlayer water movement. The drying shrinkage mitigation strategies of CSM have achieved a series of results in recent years. According to the different mechanisms CSM shrinkage performance improvement methods can be classified into gradation， cement content， CSM molding method， and additive modification. The results show that reducing the amount of cement， adopting the skeleton of dense gradation， employing vibration stirring or vibration compaction， and adding rubber， steel slag， fiber or other modifiers can effectively reduce the drying shrinkage of CSM and improve its shrinkage performance and road serviceability. Additionally， the shrinkage mechanism， comprehensive optimization method， drying shrinkage measurement and evaluation method and shrinkage prediction model of CSM are assessed. The development trend and prospect of the shrinkage performance of CSM are generated.

Key words: highway and railway engineering, drying shrinkage, review, cement-stabilized macadam, shrinkage mitigation strategies

CLC Number:

U414

Yang ZHANG,Ao-peng WANG,Jing-lin ZHANG,Tao MA,Si-yu CHEN. Dry shrinkage in cement⁃stabilized macadam： a review[J].Journal of Jilin University(Engineering and Technology Edition), 2023, 53(2): 297-311.

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纤维类型	纤维长度/mm	掺量	干缩条件	水泥含量/%	龄期/d	效果/%	文献
聚酯纤维	50	0%~1.5%	T=20 ℃，RH=60%	4	25~40	5.9~27.2	［44］
聚乙烯醇纤维	12	0.9 kg/m³	T=20 ℃，RH=60%	3.6	100	9.6	［46］
	18					17.2
	24					24.0
	30					19.35
	12	0.6~1.2 kg/m³	T=20 ℃，RH=60%	3.2~4	90	8.38	［47］
	18					15.79
	24					22.49
	30					17.96
聚丙烯纤维	-	0.5%	T=20 ℃，RH=60%	5.3	90	16.7	［49］
	10~20	0.1%	T=40 ℃	5	-	42	［51］
	19	1.0%	T=20 ℃，RH=60%	5	7	20.2	［53］
玻璃纤维	6	0.15%	T=20 ℃，RH=50%	4	7	17.3	［55］
	12					31.5
	18					46.8
玄武岩纤维	25	0.1%	自然条件下	4	25	51	［56］
玄武岩纤维	12	0.05%	T=20 ℃，RH=60%	4	28	13.3	［59］

外掺剂种类	外掺剂含量/%	效果/%	文献
纳米层状材料	水泥的10%	20	［66］
建筑垃圾复合粉体材料	2.0	40	［67］
粉煤灰	5~10	41.1	［68］
沥青乳液	2~3	21.4	［71］
废旧沥青混合料	25	16.5	［72］
X型凹凸棒石黏土	水泥的5%	13.7	［73］
Y型凹凸棒石黏土	水泥的10%	7.4
Y型煅烧凹凸棒石黏土	水泥的15%	20.5
脱硫石膏	5.0	60	［74］
废弃食用油	-	15	［75］
城市垃圾焚烧飞灰	代替25%水泥	25.9	［76］

Dry shrinkage in cement⁃stabilized macadam： a review

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