相似文献/References:
[1]武建民,祝伟,马士让,等.应用加权密切值法评价基质沥青抗老化性能[J].长安大学学报(自然科学版),2012,32(01):0.
[2]张宜洛,袁中山.SMA混合料结构参数的影响因素[J].长安大学学报(自然科学版),2012,32(01):0.
[3]陈璟,袁万杰,郝培文,等.微观指标对沥青热稳定性能的影响[J].长安大学学报(自然科学版),2012,32(01):0.
[4]周兴业,刘小滔,王旭东,等.基于轴载谱的沥青路面累计当量轴次换算[J].长安大学学报(自然科学版),2012,32(01):0.
[5]李祖仲,王伯禹,陈拴发,等.轴载对复合式路面应力吸收层荷载应力的影响[J].长安大学学报(自然科学版),2012,32(01):0.
[6]关博文,刘开平,陈拴发,等.水镁石纤维路面混凝土路用性能[J].长安大学学报(自然科学版),2012,32(01):0.
[7]翁效林,王玮,张留俊,等.拓宽路基荷载下管桩复合地基沉降变形模式[J].长安大学学报(自然科学版),2012,32(01):0.
[8]穆柯,王选仓,柳志军,等.基于非饱和渗流原理的路基含水率预估[J].长安大学学报(自然科学版),2012,32(01):0.
[9]李振霞,陈渊召.不同类型半刚性基层材料性能的试验与分析[J].长安大学学报(自然科学版),2012,32(01):0.
[10]马 骉,马 晋,周宇鹏.沥青混合料降温收缩断裂特性[J].长安大学学报(自然科学版),2012,32(03):1.
MA Biao,MA Jin,ZHOU Yu-peng.Cooling shrinkage fracture characteristic of asphalt mixture[J].Journal of Chang’an University (Natural Science Edition),2012,32(5):1.
[11]王晓谋,尉学勇,魏进,等.硬壳层软土地基竖向附加应力扩散的数值分析[J].长安大学学报(自然科学版),2007,27(03):37.
WANG Xiao-mou,YU Xue-yong,WEI Jin,et al.Numerical analysis of vertical additional stress spreading on soft clay foundation with dry crust[J].Journal of Chang’an University (Natural Science Edition),2007,27(5):37.
[12]李又云,刘保健,谢永利,等.饱和软土地基固结沉降的现场测试[J].长安大学学报(自然科学版),2006,26(06):1.
LI You-yun,LIU Bao-jian,XIE Yong-li.Spot test of consolidation settlement of soft clay foundation[J].Journal of Chang’an University (Natural Science Edition),2006,26(5):1.
[13]张宗涛,张洪亮,李志刚,等.人工硬壳层上低路堤大变形理论分析[J].长安大学学报(自然科学版),2017,37(02):18.
ZHANG Zong-tao,ZHANG Hong-liang,LI Zhi-gang,et al.Analysis of low embankment built on artificial hard crust with large deformation theory[J].Journal of Chang’an University (Natural Science Edition),2017,37(5):18.
[14]王志丰,项庆明,陈德云,等.单管旋喷工法成桩半径实用计算方法[J].长安大学学报(自然科学版),2017,37(04):92.
WANG Zhi-feng,XIANG Qing-ming,CHEN De-yun,et al.Practical calculation method for column radius by single fluid jet grout system[J].Journal of Chang’an University (Natural Science Edition),2017,37(5):92.