[1] 刘开富, 许家培, 周青松, 等. 土工格栅-土体界面特性大型直剪试验研究[J]. 岩土工程学报, 2019, 41(增1): 185-188. (Liu Kaifu, Xu Jiapei, Zhou Qingsong, et al. Large-scale direct shear tests on properties of geogrid-soil interfaces[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(Supp.1): 185-188.(in Chinese))
[2] 杨广庆, 杨春玲. 土工格栅拉拔试验影响因素分析[J]. 地下空间, 2004(1):31-32, 63-138. (Yang Guangqing, Yang Chunling. Analysis of factors influencing the pullout test of geogrid[J]. Underground Space, 2004(1):31-32, 63-138. (in Chinese))
[3] 史旦达, 刘文白, 水伟厚, 等. 单、双向塑料土工格栅与不同填料界面作用特性与对比试验研究[J]. 岩土力学, 2009, 30(8): 2237-2244. (Shi Danda, Liu Wenbai, Shui Weihou, et al. Comparative experimental studies of interface characteristics between uniaxial/biaxial plastic geogrids and different soils[J]. Rock and Soil Mechanics, 2009, 30(8): 2237-2244. (in Chinese))
[4] 万亮, 杨和平. 影响格栅加筋膨胀土拉拔试验的新因素分析[J]. 地下空间与工程学报, 2020, 16(2): 412-419. (Wan Liang, Yang Heping. Analysis on new factors affecting geogrid pullout test in expansive soil[J]. Journal of Underground Space and Engineering, 2020, 16(2): 412-419. (in Chinese))
[5] Ezzein F M,Bathoust R J. A new approach to evaluated soil-geosynthetic interaction using a novel pullout test apparatus and transparent granular soil[J]. Geotextiles and Geomembranes, 2014, 42(2): 246-255.
[6] Liu C N, He Y H, Huang J W. Large scale direct shear tests of soil/PET-yarn geogrid interfaces[J]. Geotextiles and Geomembrances, 2009, 27(1): 19-30.
[7] Moraci N, Recalcati P. Factors affecting the pullout behaviour of extruded geogrids embedded in a compacted granular soil[J]. Geotextiles and Geomembranes, 2006,24(4): 220-242.
[8] Lee K M, Manjunath V R. Soil-geotextile interface friction by direct shear test[J]. Canadian Geotechnical Journal, 2000, 37(1): 238-252.
[9] Palmeira E M. Soil-geosynthetic interaction: Modelling and analysis[J]. Geotextiles and Geomembranes, 2009, 27(5): 368-390.
[10] 刘文白, 周健. 土工格栅与土界面作用特性试验研究[J]. 岩土力学, 2009, 30(4): 965-970. (Liu Wenbai, Zhou Jian. Experimental research on interface friction of geogrids and soil[J]. Rock and Soil Mechanics, 2009, 30(4): 965-970. (in Chinese))
[11] 徐超, 孟凡祥. 剪切速率和材料特性对筋-土界面抗剪强度的影响[J]. 岩土力学, 2010, 31(10): 3101-3106. (Xu Chao, Meng Fanxiang. Effects of shear rate and material properties on shear strength of geosynthetic-soil interface[J]. Rock and Soil Mechanics, 2010, 31(10): 3101-3106. (in Chinese))
[12] 王蕾, 符文熹, 郜进良. 用竹筋格栅加固公路软基[J]. 地下空间与工程学报, 2014, 10(增2): 1899-1903. (Wang Lei, Fu Wenxi, Gao Jinliang. Use of bamboo geo-grid for reinforcement of expressway soft subgrade[J]. Journal of Underground Space and Engineering, 2014, 10(Supp.2): 1899-1903. (in Chinese))
[13] 张玲玲, 文华, 张志伟. 钻前工程竹筋加筋土工程特性试验研究[J]. 岩石力学与工程学报, 2014, 33(增2): 3829-3833. (Zhang Lingling, Wen Hua, Zhang Zhiwei. Application research on bamboo of subgrade in preliminary engineering for drilling[J]. Chinese Journal of Rock Mechanics and Engineering, 2014, 33(Supp.2): 3829-3833. (in Chinese))
[14] Ahiewar S K, Mandal J N. Behaviour of bamboo grid-reinforced soil bed[J]. International Journal of Geotechnical Engineering, 2021, 15(7): 867-876.
[15] Akhil K S, Sankar N, Chandrakaran S. Surface heave behaviour of sand bed reinforced with woven bamboo mat[J]. Geotechnical and Geological Engineering, 2022, 19(13): 6909-6920.
[16] 罗正东, 谌灿, 董辉, 等. 竹筋格栅加筋山区挖填路基承载变形机理研究[J]. 实验力学, 2019, 34(5): 824-832. (Luo Zhengdong, Chen Can, Dong Hui, et al. Study of the bearing deformation mechanism of bamboo tendon grating strengthened subgrade excavation and filling in mountain area[J]. Journal of Experimental Mechanics, 2019, 34(5): 824-832. (in Chinese))
[17] 乔来军, 周国庆, 商翔宇, 等. 不同含水量黄土—筋带接触特性试验及应用研究[J]. 采矿与安全工程学报, 2010, 27(4): 553-557. (Qiao Laijun, Zhou Guoqing, Shang Xiangyu, et al. Test of mechanical behavior of loess-geobelt interface with different water content[J]. Journal of Mining & Safety Engineering, 2010, 27 (4): 553 - 557. (in Chinese))
[18] 唐皓, 李华华, 刘驰洋, 等. 棕榈加筋黄土剪切强度特性及细观结构[J]. 科学技术与工程, 2020, 20(19): 7832-7837. (Tang Hao, Li Huahua, Liu Chiyang, et al. Shear strength characteristics and meso-mechanism of palm-reinforced loess[J]. Science Technology and Engineering, 2020, 20(19): 7832-7837. (in Chinese))
[19] 褚峰, 邵生俊, 邓国华, 等. 纤维纱加筋黄土一维蠕变特性试验研究[J]. 岩石力学与工程学报, 2022, 41(5): 1054-1066. (Chu Feng, Shao Shengjun, Deng Guohua, et al. Experimental study on one dimensional creep behavior of loess reinforced with fiber yarn[J]. Chinese Journal of Rock Mechanics and Engineering, 2022, 41(5): 1054-1066. (in Chinese))
[20] 宋飞,朱婕,付娆.考虑蠕变变形的格室加筋土力学性质研究[J].地下空间与工程学报,2023,19(增1):165-173.(Song Fei,Zhu Jie,Fu Rao.Investigation on the mechanical properties of geocell-reinforced soil considering creep effects[J].Chinese Journal of Underground Space and Engineering,2023,19(Supp.1):165-173.(in Chinese))
[21] 何玉琪, 廖红建, 董琪, 等. 加筋材料改良黄土强度特性的试验研究[J]. 岩土工程学报, 2021, 43(增1): 181-185. (He Yuqi, Liao Hongjian, Dong Qi, et al. Experimental study on strength characteristics of geogrid-reinforced loess[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(Supp.1): 181-185.(in Chinese))
[22] 包承纲, 汪明远, 丁金华. 格栅加筋土的工作机理试验研究[J]. 长江科学院院报, 2013, 30(1): 34-41. (Bao Chenggang, Wang Mingyuan, Ding Jinhua. Experimental study on working mechanism of grille reinforced soil[J]. Journal of Yangtze River Scientific Research Institute, 2013, 30(1): 34-41. (in Chinese))
[23] 熊甜甜, 廖红建, 杨博, 等. 加筋土筋土界面抗剪强度影响因素试验研究[J]. 地下空间与工程学报, 2018, 14(3): 629-634. (Xiong Tiantian, Liao Hongjian, Yang Bo, et al. Experimental study on influence factors of shear strength between geogrid and soil interface[J]. Journal of Underground Space and Engineering, 2018, 14(3): 629-634. (in Chinese))
[24] 王协群, 张俊峰, 邹维列, 等. 格栅-土界面抗剪强度模型及其影响因素[J]. 土木工程学报, 2013, 46(4): 133-141. (Wang Xiequn, Zhang Junfeng, Zou Weilie, et al. A shear strength model of geogrid-soil interface and its influence factors[J]. China Civil Engineering Journal, 2013, 46(4): 133-141. (in Chinese))