Citation: | CHEN Yu-min, ZHOU Xiao-zhi, XU Jun. Experimental investigation on flow deformation of liquefiable soil reinforced with geogrids[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(10): 1922-1929. DOI: 10.11779/CJGE201710022 |
[1] |
MARCUSON W F. Definition of terms related to liquefaction[J]. Journal of the Geotechnical Engineering Division, 1978, 104(9): 1197-1200.
|
[2] |
CLOUGH G W, IWABUCHI J, RAD N S, et al. Influence of cementation on liquefaction of sands[J]. Journal of Geotechnical Engineering, 1989, 115(8): 1102-1117.
|
[3] |
ONOUE A, MORI N, TAKANO J. In-situ experiment and analysis on well resistance of gravel drains[J]. Soils and Foundations, 1987, 27(2): 42-60.
|
[4] |
孔祥国. 砂土密实度的成因分析及其评价方法的探讨[J]. 岩土工程技术, 2009, 22(6): 289-291. (KONG Xiang-guo. Formation reasons for sand density and study ofevaluation methods[J]. Chinese Journal of Geotechnical Engineering, 2009, 22(6): 289-291. (in Chinese))
|
[5] |
程 远, 刘松玉, 蔡国军, 等. 基于 CPTU 测试的共振密实法加固可液化地基效果评价[J]. 东南大学学报 (自然科学版), 2011, 41(5): 1075-1080. (CHENG Yuan, LIU Song-yu, CAI Guo-jun, et al. Assessment of resonance compaction method on soil liquefaction treatment through CPTU test[J]. Journal of Southeast University (Natural Science Edition), 2011, 41(5): 1075-1080. (in Chinese))
|
[6] |
ADALIER K, SHARP M K. Embankment dam on liquefiable foundation-dynamic behavior and densification remediation[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2004, 130(11): 1214-1224.
|
[7] |
JUANG C H, YANG S H, YUAN H, et al. Liquefaction in the Chi-Chi earthquake-effect of fines and capping non-liquefiable layers[J]. Soils and Foundations, 2005, 45(6): 89-101.
|
[8] |
包承纲. 土工合成材料界面特性的研究和试验验证[J].岩石力学与工程学报, 2006, 25(9): 1735-1744. (BAO Cheng-gang. Study on interface behavior of geosynthetics and soil[J]. Chinese Journal of Rock Mechanics and Engineering, 2006, 25(9): 1735-1744. (in Chinese))
|
[9] |
赵 川, 周亦唐. 土工格栅加筋碎石土大型三轴试验研究[J]. 岩土力学, 2001, 22(4): 419-422. (ZHAO Chuan, ZHOU Yi-tang. Experimental study on polymer geogrid reinforced crushed gravel by large-scale triaxialtest[J]. Rock and Soil Mechanics, 2001, 22(4): 419-422. (in Chinese))
|
[10] |
徐 超, 胡 荣, 贾 斌. 土工格栅加筋土地基平板载荷试验研究[J]. 岩土力学, 2013, 34(9): 2515-2520. (XU Chao, HU Rong, JIA Bin. Experimental study of geogrid-reinforced soil foundation by plate load test[J]. Rock and Soil Mechanics, 2013, 34(9): 2515-2520. (in Chinese))
|
[11] |
VERCUEIL D, BILLET P, CORDARY D. Study of the liquefaction resistance of a saturated sand reinforced with geosynthetics[J]. Soil Dynamics and Earthquake Engineering, 1997, 16(7): 417-425.
|
[12] |
KRISHNASWAMY N, THOMAS ISAAC N. Liquefaction analysis of saturated reinforced granular soils[J]. Journal of Geotechnical Engineering, 1995, 121(9): 645-651.
|
[13] |
MAHESHWARI B, SINGH H, SARAN S. Effects of reinforcement on liquefaction resistance of Solanisand[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2012, 138(7): 831-840.
|
[14] |
MITTAL S, CHAUHAN R. Liquefaction behavior of reinforced saturated sand under dynamic conditions[J]. International Journal of Geotechnical Engineering, 2013, 7(1): 109-114.
|
[15] |
王丽艳, 陈国兴, 高 鹏, 等. 可液化土中格栅加筋土挡墙地震变形特性大型振动台试验[J]. 中国公路学报, 2014, 27(9): 25-31. (WANG Li-yan, CHEN Guo-xing, GAO Peng, et al. Large-scale shaking table tests on seismic deformation of geogrid reinforced soil retaining walls in liquefiable soils[J]. China Journal of Highway and Transport, 2014, 27(9): 25-31. (in Chinese))
|
[16] |
王丽艳, 孙 田, 陈 苏. 近远场地震中土工格栅加筋土挡墙抗震特性的振动台试验研究[J]. 土木工程学报, 2015(2): 103-110. (WANG Li-yan, SUN Tian, CHEN Su. Large scale shaking table test on seismic behaviors of geogrid reinforced retaining walls under near-fault and far-field ground motions[J]. China Civil Engineering Journal, 2015(2): 103-110. (in Chinese))
|
[17] |
KRISHNA A M, BHATTACHARJEE A. Behavior of rigid-faced reinforced soil-retaining walls subjected to different earthquake ground motions[J]. International Journal of Geomechanics, 2016: 06016007.
|
[18] |
WANG L Y, DU X L, ZHANG F X. Seismic response of a geogrid reinforced retaining wall by shaking table test[C]// Advances in Soil Dynamics and Foundation Engineering. ASCE. Shanghai, 2014: 517-524.
|
[19] |
GULER E, SELEK O. Reduced-scale shaking table tests on geosynthetic-reinforced soil walls with modular facing[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2014, 140(6): 04014015.
|
[1] | LIU Hongwei, WANG Mengqi, ZHAN Liangtong, FENG Song, WU Tao. Method and apparatus for measuring in-situ gas diffusion coefficient and permeability coefficient of unsaturated soils[J]. Chinese Journal of Geotechnical Engineering, 2024, 46(5): 948-958. DOI: 10.11779/CJGE20221228 |
[2] | JI Yong-xin, ZHANG Wen-jie. Experimental study on diffusion of chloride ions in unsaturated soils[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(9): 1755-1760. DOI: 10.11779/CJGE202109022 |
[3] | XU Fei, CAI Yue-bo, QIAN Wen-xun, WEI Hua, ZHUANG Hua-xia. Mechanism of cemented soil modified by aliphatic ionic soil stabilizer[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(9): 1679-1687. DOI: 10.11779/CJGE201909012 |
[4] | HUANG Wei, LIU Qing-bing, XIANG Wei, ZHANG Yun-long, WANG Zhen-hua, DAO Minh Huan. Water adsorption characteristics and water retention model for montmorillonite modified by ionic soil stabilizer[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(1): 121-130. DOI: 10.11779/CJGE201901013 |
[5] | ZHANG Wen-jie, GU Chen, LOU Xiao-hong. Measurement of hydraulic conductivity and diffusion coefficient of backfill for soil-bentonite cutoff wall under low consolidation pressure[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(10): 1915-1921. DOI: 10.11779/CJGE201710021 |
[6] | HUANG Qing-fu, ZHAN Mei-li, SHENG Jin-chang, LUO Yu-long, ZHANG Xia. Numerical method to generate granular assembly with any desired relative density based on DEM[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(3): 537-543. DOI: 10.11779/CJGE201503019 |
[7] | LIU Qing-bing, XIANG Wei, CUI De-shan. Effect of ionic soil stabilizer on bound water of expansive soils[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(10): 1887-1895. |
[8] | LIU Qing-bing, XIANG Wei, CUI De-shan, CAO Li-jing. Mechanism of expansive soil improved by ionic soil stabilizer[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(4): 648. |
[9] | Microcosmic mechanism of ion transport in charged clay soils[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(11): 1794-1799. |
[10] | XI Yong, Hui, REN Jie. Laboratory determination of diffusion and distribution coefficients of contaminants in clay soil[J]. Chinese Journal of Geotechnical Engineering, 2006, 28(3): 397-402. |