[J].公路交通科技,1996,13(3):10-15.SHANG Qing-sen,YAO Zhan-yong,LIU Shutang.Research on the Characteristics of Softs for Road Engineering in the Yel-low River Delta Region
[3]
[J].山东工业大学学报(自然科学版),1999,2:78-80.YAO Zhan-yong,SHANG Qing-sen,LIU Shutang,et ak.In-quiry of Feasibility to Stabilize the Yellow River Silt by Quick Lime Powder
[4]
[J].Journal of Shandong University of Technol-ogy(Natural Science Edition),1999,2:78-80.
[5]
山东省交通厅公路局.高速公路沥青路面分期实施技术研究
[6]
[R].济南:山东省交通厅公路局,2001.Highway Bureau of Transportation Depamnent of Shandong Province.The Expenise Report of the Asphalt Pavement Con-struction by Stages of the Freeway
[7]
[R].Jinan:Highway Bu-rear of Transportation Deparment in Shandong Province,2001.
[8]
[J].公路交通科技,2007,24(8):32-35.XIE Hua-chang,LING Jian-ming.A Method for Testing Char-acteristics of Variation in Moisture Content of Subgrade Soil
[9]
[J].Journal of Highway and Transportation Research and De-velopment,2007,24(8):32-35.
[10]
[S].JTJ 051-93.Test Methods of Soils for Highway Engineering
[11]
[S].
[12]
申爱琴,郑南翔,苏毅,等.含砂低液限粉土填筑路基压实机理及施工技术研究
[13]
[J].中国公路学报,2000,13(4):12-15.SHEN Ai-qin,ZHENG Nan-xiang,SU Yi,et al.Study of Compacting Mechanism and Construction Technology of FiRing Road Bed with Bearing Sand Silt of Low uquid Limit
[14]
[J].China Journal of Highway and Transport,2000,13(4):12-15.
[15]
沙庆林.公路压实与压实标准
[16]
[M].北京:人民交通出版社,2001.SHA Qing-lin.The Highway Compaction and Compacting Crite-ria
[17]
[S].JTJ033-95,Technical Specificaliom for Construction of High-way subgrades
[18]
[J].Journal of Highway and Transpor-ration Research and Develolanem,1996,13(3):10-15.
[19]
姚占勇,商庆森,刘树堂,等.生石灰粉稳定黄河冲(淤)积粉土的可行性探讨
[20]
谢华昌,凌建明.路基土湿度动态变化的测试方法
[21]
JTJ 051-93,公路土工试验规程
[22]
[M].Beijing:Cllilla Communicatiom Press,2001.
[23]
LI Hua.Equation for Complete Compaction Curve of Fine-grained Soils and Its Applications
[24]
[M].ASrM Special Tech-nical pcation.1999.
[25]
ROLLINS K M,JORGENSEN S J,ROSS T.OptilnllIn Mois-ture Content for Dynamic Compaction of Collapsible Soils
[26]
[J].Joumal of Geoteehnieal and Enviromnent Engineering,1998,124(8):699-708.