试论连续配筋混凝土配合比的设计方法及施工技术
被引量：2
摘要
混凝土是一种具有高耐久性、高工作性的建筑材料。混凝土配合比的科学化、合理化设计,可以为土木建筑工程的施工质量提供保障,本文主要对连续配筋混凝土配合比的设计方法及施工技术问题进行了分析。
出处
《四川水泥》
2018年第4期68-68,73,共2页
Sichuan Cement
二级参考文献18
-
1马保国,王信刚,李相国,王凯.高性能混凝土配合比设计及其存在的问题[J].混凝土,2005(2):12-15. 被引量：46
-
2JTGF30-2003.公路水泥混凝土路面施工技术规范[S].[S].,..
-
3ZOLLINGER D G, BUCH N, XIN D P, et al. Performance of continuously reinforced concrete pavements, volume VI-- CRC pavement design, construction, and performance[R]. McLean: Federal Highway Administration, 1999.
-
4SELEZNEVA O I, DARTER M I, ZOLLINGER D G, et al. Characterization of transverse cracking spatial variability using LTPP data for CRCP design E J. Transportation Research Record, 2003(1849): 147-155.
-
5Transportation Research Board. Guide for mechanistic-empir- ical design of new and rehabilitated pavement structures[R]. Washington DC: Transportation Research Board, 2004.
-
6SUH Y C, HANKINS K, MCCULLOUGH B F. Early-age behavior of continuously reinforced concrete pavement and calibration of the failure prediction model in the CRCP-7 Pro- gram[R]. Austin: University of Texas at Austin, 1992.
-
7JIMENEZ M A, MCCULLOUGH B F, HANKINS K. Monitoring of siliceous river gravel and limestone continuously reinforced concrete pavement test sections in Houston 2 years after placement, and development of a crack width model for the CRCP7 program[R]. Austin: University of Texas at Austin, 1992.
-
8CHO Y H, DOSSEY T, MCCULLOUGH B F. Early age performance of continuously reinforced concrete pavement with different types of aggregate E J ]. Transportation Research Record, 1997(1568) : 35 43.
-
9JOHNSTON D P, SURDAHL R W. Influence of mixture design and environmental factors on continuously reinforced concrete pavement cracking[J]. Transportation Research Record, 2007(2020): 83-88.
-
10JOHNSTON D P, SURDAHL R W. E[[ects of base type on modeling long-term pavement performance of continuously reinforced concrete sections [J]. Transportation Research Record, 2006(1979) 93-101.
-
1王莉.连续配筋混凝土刚性基层沥青面层复合式路面结构的设计与施工[J].工程建设与设计,2018(12):103-104. 被引量：6
-
2康栋东.连续配筋混凝土路面结构设计实例研究[J].城市道桥与防洪,2018(7):67-71. 被引量：2
-
3任康伟.山区公路的路线交叉设计要点[J].黑龙江交通科技,2018,41(4):65-66.
-
4王小锋.公路桥梁过渡段软基路基的施工要点探析[J].城市建设理论研究（电子版）,2018,8(8):140-140. 被引量：3
-
5祁延义.翼城县日光温室越冬茬茄子高产高效精细化管理技术[J].蔬菜,2018(7):38-42. 被引量：1
-
6江涛.PMC模式在都匀市大河水库工程中的应用探析[J].黑龙江水利科技,2018,46(3):132-134.
-
7柏谧.关于公路设计因素对交通安全的影响研究[J].四川水泥,2018(4):80-80. 被引量：1
