[1] |
AZZAM W R, BASHA A. Utilization of soil nailing technique to increase shear strength of cohesive soil and reduce settlement[J]. Journal of Rock Mechanics and Geotechnical Engineering, 2017, 9(6): 1104-1111.
|
[2] |
黄琨,万军伟,陈刚,等. 非饱和土的抗剪强度与含水率关系的试验研究[J]. 岩土力学, 2012, 33(9): 2600-2604. HUANG Kun, WAN Junwei, CHEN Gang, et al. Testing study of relationship between moisture content and shear strength of unsaturated soils[J]. Rock and Soil Mechanics, 2012, 33(9): 2600-2604.
|
[3] |
边加敏,王保田. 含水量对非饱和土抗剪强度参数的影响研究[J]. 地下空间与工程学报, 2011, 7(1): 17-21. BIAN Jiamin, WANG Baotian. Research on influence of water contents on the shear strength behavior of unsaturated soils[J]. Chinese Journal of Underground Space and Engineering, 2011, 7(1): 17-21.
|
[4] |
贾亮,朱彦鹏,朱鋆川. 兰州马兰、离石压实黄土抗剪强度影响因素探讨[J]. 岩土工程学报, 2014, 36(增刊2): 120-124. JIA Liang, ZHU Yanpeng, ZHU Yunchuan. Influencing factors for shear strength of Malan and Lishi compacted loess in Lanzhou[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(Suppl.2): 120-124.
|
[5] |
王林浩,白晓红,冯俊琴. 压实黄土状填土抗剪强度指标的影响因素探讨[J]. 岩土工程学报, 2010, 32(增刊2): 132-135. WANG linhao, BAI Xiaohong, FENG Junqin. Discussion on shearing strength influencing factors of compacted loess-like backfill[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(Suppl.2): 132-135.
|
[6] |
ZHOU Y D, CHEUK C Y, THAM L G. An embedded bond-slip model for finite element modelling of soil-nail interaction[J]. Computers and Geotechnics, 2009, 36(6): 1090-1097.
|
[7] |
KIM Y, LEE S, JEONG S, et al. The effect of pressure-grouted soil nails on the stability of weathered soil slopes[J]. Computers and Geotechnics, 2013, 49: 253-263.
|
[8] |
WU J J, CHENG Q G, LIANG X, et al. Stability analysis of a high loess slope reinforced by the combination system of soil nails and stabilization piles[J]. Frontiers of Structural and Civil Engineering, 2014, 8(3): 252-259.
|
[9] |
张玉成,杨光华,吴舒界,等. 土钉支护结构变形与稳定性关系探讨[J]. 岩土力学, 2014, 35(1): 238-247. ZHANG Yucheng, YANG Guanghua, WU Shujie, et al. Discussion on relationship between deformation and stability of soil nailing structure[J]. Rock and Soil Mechanics, 2014, 35(1): 238-247.
|
[10] |
WANG H, CHENG J H, GUO Y C, et al. Failure mechanism of soil nail-prestressed anchor composite retaining structure[J]. Geotechnical and Geological Engineering, 2016, 34(6): 1889-1898.
|
[11] |
郭红仙,周鼎. 软土中基坑土钉支护稳定性问题探讨[J]. 岩土力学, 2018, 39(增刊2): 398-404. GUO Hongxian, ZHOU Ding. Discussion on stability of soil nailing in excavation in soft clay[J]. Rock and Soil Mechanics, 2018, 39(Suppl.2): 398-404.
|
[12] |
张媛,董建华,董旭光,等. 季节性冻土区土钉边坡支护结构冻融反应分析[J]. 岩土力学, 2017, 38(2): 574-582. ZHANG Yuan, DONG Jianhua, DONG Xuguang, et al. Analysis of freezing and thawing of slope improved by soil nailing structure in seasonal frozen soil region[J]. Rock and Soil Mechanics, 2017, 38(2): 574-582.
|
[13] |
王玉峰, 程谦恭, 黄英儒. 不同支护模式下黄土高边坡开挖变形离心模型试验研究[J]. 岩石力学与工程学报, 2014, 33(5): 1032-1046. WANG Yufeng, CHENG Qiangong, HUANG Yingru. Centrifuge tests on excavation of high loess slope with different reinforcement modes[J]. Chinese Journal of Rock Mechanics and Engineering, 2014, 33(5): 1032-1046.
|
[14] |
LIN P Y, LIU J Y. Analysis of resistance factors for LFRD of soil nail walls against external stability failures[J]. Acta Geotechnica, 2017, 12(1): 157-169.
|
[15] |
OLIAEI M, NOROUZI B, BINESH S M. Evaluation of soil-nail pullout resistance using mesh-free method[J]. Computers and Geotechnics, 2019, 116: 103179.
|
[16] |
张波,刘子豪,杨学英,等. 一种用于重塑加锚土试件的直剪试验装置及方法: CN110823718B[P]. 2020-12-18.
|
[17] |
中华人民共和国水利部. 土工试验规程: SL 237—1999[S]. 北京:中国水利水电出版社, 1999.
|
[18] |
路德春, 杜修力, 许成顺. 有效应力原理解析[J]. 岩土工程学报, 2013, 35(增刊1): 146-151. LU Dechun, DU Xiuli, XU Chengshun. Analytical solutions to principle of effective stress[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(Suppl.1): 146-151.
|
[19] |
吴梦喜,杨家修,湛正刚. 边坡稳定分析的虚功率法[J]. 力学学报, 2020, 52(3): 663-672. WU Mengxi, YANG Jiaxiu, ZHAN Zhenggang. A virtual power slope stability analysis method[J]. Chinese Journal of Theoretical and Applied Mechanics, 2020, 52(3): 663-672.
|