作者简介:胡仁东(1961-),男,河南汝南人,河南省交通工程定额站高级工程师,中国地质大学博士研究生,E-mail:hrd@hnjtde.gov.cn.
作者单位:胡仁东(中国地质大学,人文与经济学院,湖北,武汉,430074;河南省交通工程定额站,河南,郑州,450052)
赵志伟(兰德马克绘图国际公司北京分公司,北京,100029)
参考文献:
[1]国家建筑工程质量监督检验中心.混凝土无损检测技术[M].北京:中国建材工业出版社,1999.
[2]刘桦,尹如军,王国安.公路裂缝处理技术及设备[J].筑路机械与施工机械化,2004,21(3):25-27.LIU Hua,YIN Ru-jun,WANG Guo-an.Highway crack treatment technique and equipment[J].Road Machinery & Construction Mechanization,2004,21(3):25-27.
[3]李晋惠.用图像处理的方法检测公路路面裂缝类病害[J].长安大学学报:自然科学版,2004,24(3):24-29.LI Jin-hui.Pavement crack diseases defecting by image processing algorithm[J].Journal of Chang'an University:Natural Science Edition,2004,24(3):24 -29.
[4]王金昌,朱向荣.软土地基上含反射裂缝沥青道路的动力响应分析[J].中国公路学报,2004,17(1):1-6.WANG Jin-chang,ZHU Xiang-rong.Dynamic analysis of asphalt pavement with reflective cracking on the soft clay ground[J].China Journal of Highway and Tranport,2004,17(1):1-6.
[5]王宏畅,黄晓明,傅智.半刚性基层表面裂缝影响因素[J].交通运输工程学报,2005,5(2):38-41.WANG Hong-chang,HUANG Xiao-ming,FU Zhi.Influence factors on surface crack of semi-rigid base course[J].Journal of Traffic and Tansportation Engineering,2005,5(2):38-41.
[6]Bakulin A,Grechka V,Tsvankin I.Estimation of fracture parameters from reflection seismic data,part Ⅰ:HTI model due to a single fracture set[J].Geophysics,2000,65(6):1 788-1 802.
[7]Bakulin A,Grechka V,Tsvankin I.Estimation of fracture parameters from reflection seismic data,part Ⅱ:fractured models with orthorhombic symmetry[J].Geophysics,2000,65(6):1 803-1 817.
[8]Bakulin A,Grechka V,Tsvankin I.Estimation of fracture parameters from reflection seismic data,partⅢ:fractured models with monoclinic symmetry[J].Geophysics,2000,65(6):1 818-1 830.
[9]Groenenboom J,Van D D B.Monitoring hydraulic fracture growth:Laboratory experiments[J].Geophysics,2000,65(2):603-611.
[10]Haugen G U,Schoenberg M A.The echo of a fault or fracture[J].Geophysics,2000,65(1):176-189.