铁道科学与工程学报
鐵道科學與工程學報
철도과학여공정학보
JOURNAL OF RAILWAY SCIENCE AND ENGINEERING
2010年
1期
28-32
,共5页
和民锁%邹金锋%李亮%郭乃正
和民鎖%鄒金鋒%李亮%郭迺正
화민쇄%추금봉%리량%곽내정
改良土%水泥%施工工艺
改良土%水泥%施工工藝
개량토%수니%시공공예
improved soil%cement%construction technology
针对武汉-广州高速铁路路基土的加强措施问题,对拌制和填筑设备进行筛选,制定实施了高速铁路路基土改良方案的施工方法,并采用掺加不同水泥剂量实验分析和测试、实验现场碾压、路基压实效果检测、强度试验检测与改良土泡水试验等方法来获得水泥改良土强度与水稳性等相关指标.研究结果表明:水泥改良土填筑压实检测时间和检测标准应考虑其时效性;水泥改良土的无侧限抗压强度与室内无侧限抗压强度相差不大;全-强风化泥质板岩掺加水泥改良后具有较高的强度与良好的水稳性,最后,从施工工艺和实验分析角度分析得出改良土适合高速铁路路基填料.
針對武漢-廣州高速鐵路路基土的加彊措施問題,對拌製和填築設備進行篩選,製定實施瞭高速鐵路路基土改良方案的施工方法,併採用摻加不同水泥劑量實驗分析和測試、實驗現場碾壓、路基壓實效果檢測、彊度試驗檢測與改良土泡水試驗等方法來穫得水泥改良土彊度與水穩性等相關指標.研究結果錶明:水泥改良土填築壓實檢測時間和檢測標準應攷慮其時效性;水泥改良土的無側限抗壓彊度與室內無側限抗壓彊度相差不大;全-彊風化泥質闆巖摻加水泥改良後具有較高的彊度與良好的水穩性,最後,從施工工藝和實驗分析角度分析得齣改良土適閤高速鐵路路基填料.
침대무한-엄주고속철로로기토적가강조시문제,대반제화전축설비진행사선,제정실시료고속철로로기토개량방안적시공방법,병채용참가불동수니제량실험분석화측시、실험현장년압、로기압실효과검측、강도시험검측여개량토포수시험등방법래획득수니개량토강도여수은성등상관지표.연구결과표명:수니개량토전축압실검측시간화검측표준응고필기시효성;수니개량토적무측한항압강도여실내무측한항압강도상차불대;전-강풍화니질판암참가수니개량후구유교고적강도여량호적수은성,최후,종시공공예화실험분석각도분석득출개량토괄합고속철로로기전료.
Considering that problems of the strengthening measures of Wu-Guang railway soil,filling equipment was optimized and construction method was developed.The strength of cement modified soil with time-sensitive targets was gained by using the method of cement measurement and test,on-site rolling and compaction effects test,water stability and strength-testing.Filling cement modified soil compaction test of time and testing standards should consider the timeliness.Improved soil test results show that all-strong weathering admixture of cement modified with high strength and strong water stability can be used as high-speed railway embankment filling.Unconfined compressive strength in local should be used with indoor test results.Eventually,from the perspective of construction technology and experiments analysis the improved soil is extraordinarily fit for the fillers of railway dedicated line subgrade.