参考文献/References:
[1] 陈昌富,刘怀星,李亚平.草根加筋土的室内三轴试验研究[J].岩土力学,2007,28(10):2041-2045.
Chen Changfu, Liu Huaixing, Li Yaping. Study on grassroots-reinforced soil by laboratory triaxial test[J]. Rock and Soil Mechanics, 2007, 28(10): 2041-2045.(in Chinese)
[2] 林宇亮,杨果林,李昀,等.加筋土筋材在拉伸荷载作用下的力学特性[J].中国铁道科学,2009,30(5):9-14.
Lin Yuliang, Yang Goulin, Li Yun, et al. Mechanical characteristics of geo-synthetics under tensile load[J]. China Railway Science, 2009,30(5):9-14.(in Chinese)
[3] 肖成志,杨亚欣,杨爱克,等. 静载作用下土工格栅加筋防护埋地管道力学性能实验研究[J]. 岩石力学与工程学报,2015,34(9):1928-1937.
Xiao Chengzhi,Yang Yaxin,Yang Aike,et al. Mechanical performance of buried pipes protected by under static load[J]. Chinese Journal of Rock Mechanics and Engineering, 2015,34(9):1928-1937.(in Chinese)
[4] 王丽艳,陈国兴,井合进. 地震作用下土工格栅加筋土挡墙水平变形的拟静力计算法[J]. 中国公路与运输学报,2015,28(3):28-34.
Wang Liyan, Chen Guoxing,Jing Hejin. Pseudo-static method for horizontal deformation of geo-grid reinforced soil retaining wall under earthquake[J]. China Journal of Highway and Transport, 2015, 28(3):28-34.(in Chinese)
[5] 李运成,彭振斌,何杰. 刚性基础下土工格栅加筋碎石垫层变形特性试验研究[J]. 中南大学学报自然科学版,2014,45(9):3244-3248.
Li Yuncheng, Peng Zhenbin, He Jie. Experimental study on deformation feature of geogrids reinforced gravel cushion with rigid foundation[J]. Journal of Central South University Science and Technology, 2014,45(9):3244-3248.(in Chinese)
[6] 谢耿. 双绞合钢丝网加筋新老路面结合部应用技术研究[D]. 长沙:长沙理工大学,2011.
Xie Geng. Double stranded wire mesh reinforcement integration of a new and old pavement application technology research[D]. Changsha:Changsha University of Science and Technology,2011.(in Chinese)
[7] 查旭东,谢耿,吕彩忠. 沥青路面双绞合钢丝网加筋技术[J]. 中外公路,2011,31(3):63-67.
Zha Xudong, Xie Geng, Lü(Lyu) Caizhong.Asphalt pavement double stranded wire mesh reinforcement technology[J]. The Chinese and Foreign Road,2011,31(3):63-67.(in Chinese)
[8] 陈勇强. 双绞合钢丝网加筋新老路面结合部抗差异沉降分析[D]. 长沙:长沙理工大学,2012.
Chen Yongqiang. Double stranded wire mesh reinforcement of old and new road junction resistance differential settlement analysis[D]. Changsha:Changsha University of Science and Technology, 2012.(in Chinese)
[9] 查旭东,汤涛,陈勇强,等. 双绞合钢丝网加筋沥青路面的室内性能试验分析[J]. 交通科学与工程,2014,30(1):7-11.
Zha Xudong,Tang Tao,Chen Yonqiang,et al. Experimental analysis of performances for reinforced asphalt pavement with double twisted steel wire mesh[J]. Jounal of Transport Science and Engineering, 2014,30(1):7-11.(in Chinese)
[10] 查旭东,朱凯,汤涛. Road Mesh钢丝网加筋AC+PCC复合式路面结构力学分析[J]. 长沙理工大学学报自然科学版,2015,12(1):1-9.
Zha Xudong,Zhu Kai,Tang Tao. Mechanical analysis of AC+PCC composite pavement structure reinforced with Road Mesh steel mesh[J]. Journal of Changsha University of Science and Technology Natural Science,2015,12(1):1-9.(in Chinese)
[11] Bergado D T, Voottipreux P, Srikongsri A, et al. Analytical model of interaction between hexagonal wire mesh and silty sand backfill[J]. Canadian Geotechnical Journal, 2001, 38(4):782-795.
[12] 黄向京. 双绞合六边形钢丝网加筋土挡墙设计理论与试验研究[D].长沙:中南大学,2010.
Huang Xiangjing. Double twisted hexagonal wire mesh reinforced soil retaining wall design theory and experimental study[D]. Changsha:Central South University,2010.(in Chinese)
[13] 黄向京,许桂林,杨果林. 双绞合钢丝网加筋红层软岩土石混合料大型三轴试验研究[J]. 公路工程,2010,35(5):10-16.
Huang Xiangjing, Xu Guilin, Yang Guolin. Expermiental study on large-scale triaxial test of the double-twisted hexagonal steel wire mesh reinforced by coarse-grained red sandstone soil[J]. Highway Engineering, 2010,35(5):10-16.(in Chinese)
[14] 杨果林, 林宇亮, 李昀. 新型加筋土挡墙动变形特性试验研究[J]. 振动与冲击, 2010, 29(1):223-227.
Yang Guolin, Lin Yuliang, Li Yun. Test Study on deformation characteristics of new type reinforced soil retaining wall[J].Journal of Vibration and Shock, 2010, 29(1):223-227.(in Chinese)
[15] 李昀, 杨果林, 林宇亮. 水平地震作用下绿色双绞合六边形钢丝网加筋挡土墙动力特性试验研究[J]. 中南大学学报自然科学版, 2010, 41(1):347-352.
Li Yun, Yang Guolin, Lin Yuliang. Research on dynamic characteristics of green gabion reinforced retaining wall under horizontal seismic action[J]. Journal of Central South University Science and Technology, 2010, 41(1):347-352.(in Chinese)
[16] JTG D30—2015 公路路基设计规范[S].
JTG D30—2015 Specifications for Design of Highway Subgrades[S].(in Chinese)
相似文献/References:
[1]张璐璐,邓汉忠,张利民.考虑渗流参数相关性的边坡可靠度研究[J].深圳大学学报理工版,2010,27(1):114.
ZHANG Lu-lu,DENG Han-zhong,and ZHANG Li-min.Reliability analysis of slope stability considering correlations among soil hydraulic parameters[J].Journal of Shenzhen University Science and Engineering,2010,27(1):114.
[2]潘林娜,李顺群,贾红晶,等.基于轴平移技术测试方法的误差修正与评估[J].深圳大学学报理工版,2017,34(3):259.[doi:10.3724/SP.J.1249.2017.03259]
Pan Linna,Li Shunqun,Jia Hongjing,et al.Error correction and evaluation for axis translation test technique[J].Journal of Shenzhen University Science and Engineering,2017,34(1):259.[doi:10.3724/SP.J.1249.2017.03259]
[3]李顺群,桂超,夏锦红.常气压下非饱和土的一维瞬态渗流[J].深圳大学学报理工版,2018,35(1):70.[doi:10.3724/SP.J.1249.2018.01070]
LI Shunqun,GUI Chao,and XIA Jinhong.Transient flow in unsaturated soil under the constant air pressure[J].Journal of Shenzhen University Science and Engineering,2018,35(1):70.[doi:10.3724/SP.J.1249.2018.01070]
[4]马剑飞,龚淑云,李向全,等.交通荷载下深圳软土的变形及微结构演化特征[J].深圳大学学报理工版,2018,35(4):398.[doi:10.3724/SP.J.1249.2018.04398]
MA Jianfei,GONG Shuyun,LI Xiangquan,et al.Deformation and microstructure characteristics of clays of Shenzhen under traffic loading[J].Journal of Shenzhen University Science and Engineering,2018,35(1):398.[doi:10.3724/SP.J.1249.2018.04398]
[5]王晓帅,王子寒,景晓昆,等.粗粒土大型直剪试验宏细观研究与离散元模拟[J].深圳大学学报理工版,2020,37(3):279.[doi:10.3724/SP.J.1249.2020.03279]
WANG Xiaoshuai,WANG Zihan,JING Xiaokun,et al.A macro-micro study and distinct element simulation on large-scale shear test of coarse-grained soil[J].Journal of Shenzhen University Science and Engineering,2020,37(1):279.[doi:10.3724/SP.J.1249.2020.03279]