杨怡,陈梦成.核子密度仪在高速公路中的应用[J].公路与汽运,2005,5:95-96.YANG Yi,CHEN Meng-cheng.Application of Nuclear density and moisture gauge in Highway engineering[J].Highways&Automotive Applications,2005,5:95-96.(in Chinese)
[2]
聂翔.核子密度湿度仪在公路工程质量控制中的应用[J].福建建设科技,2010,3(2):78-79.NIE Xiang.Application of nuclear density and moisture gauge in highway engineering quality control[J].Fujian Construction Science&Technology,2010,3(2):78-79.(in Chinese)
[3]
VEENSTRA M W,SCHAEFER V R,WHITE D J.Synthesis of nondestructive testing technologies for geomaterial applications[J].Center for Transportation Research and Education,2005,8(4):78-79.
[4]
李少波,张献名,智胜英.路基压实度剪切波测试新技术[J].公路交通科技,2008,3(3):32-37.LI Shao-bo,ZHANG Xian-ming,ZHI Sheng-ying.Detecting subgrade compactness by direct shear wave method[J].Journal of Highway and Transportation Research and Development,2008,3(3):32-37.(in Chinese)
[5]
李青山,张献民,李红英.路基压实度的瞬态瑞雷波检测法[J].河北工业大学学报,2003,3(2):27-30.LI Qing-shan,ZHANG Xian-min,LI Hong-ying.The method of transient reyleigh wave applied in roadbed compaction degree test[J].Journal of Hebei University of Technology,2003,3(2):27-30.(in Chinese)
[6]
刘长发,赵明阶,汪魁.土石混填路基压实度波动计算模型研究[J].重庆交通大学学报:自然科学版,2011,6(3):63-66.LIU Chang-fa,ZHAO Ming-jie,WANG Kui.Calculation model for soil-tone mixture foundation's compaction degree according to wave propagation velocity[J].Journal Chongqing Jiaotong University:Natural Science,2011,6(3):63-66.(in Chinese)
[7]
盛安连,顾炳其.路基压实度快速测定瞬态冲击法[J].土木工程学报,1998,2(1):67-71.SHENG An-lian,GU Bing-qi.Instantaneous impulsion method for rapid measurement of subgrade compactness[J].China Civil Engineering Journal,1998,2(1):67-71.(in Chinese)
[8]
顾炳其,马荣贵.路基压实度快速测定的瞬态冲击频谱分析法[J].西安公路交通大学学报,1997,12(4):37-41.GU Bing-qi,MA Rong-gui.A method of shock frequency analysis in subgrade compaction measurement[J].Journal of Xi'an Highway University,1997,12(4):37-41.(in Chinese)
[9]
王志强,孙岩,钱光磊.用无核土壤密度仪测定压实度[J].油气田地面工程,2010,12:84-85.WANG Zhi-qiang,SUN Yan,QIANG Guang-lei.Compaction measurement with soil density gauge[J].OilGasfield Surface Engineering,2010,12:84-85.(in Chinese)