[1] 丘世均. 红土坡地崩岗侵蚀过程与机理[J]. 水土保持通报, 1996, 14(6):31−40.

Qiu S J. The process and mechanism of red earth slope disintegration erosion[J]. Bulletin of Soil and Water Conservation, 1996, 14(6): 31−40.
[2] 冯明汉, 廖纯艳, 李双喜, 等. 我国南方崩岗侵蚀现状调查[J]. 人民长江, 2009, 40(8):66−68. doi:  10.3969/j.issn.1001-4179.2009.08.018

Feng M H, Liao C Y, Li S X, et al. Investigation on status of hill collapsing and soil erosion in southern China[J]. Yangtze River, 2009, 40(8): 66−68. doi:  10.3969/j.issn.1001-4179.2009.08.018
[3] Lin J, Huang Y, Wang M, et al. Assessing the sources of sediment transported in gully systems using a fingerprinting approach: an example from southeast China[J]. Catena, 2015, 129: 9−17. doi:  10.1016/j.catena.2015.02.012
[4] 阮伏水. 福建崩岗沟侵蚀机理探讨[J]. 福建师范大学学报(自然科学版), 1996, 12(增刊):24−31.

Ruan F S. Study on erosion mechanism of collapse gully in Fujian[J]. Journal of Fujian Teachers University (Natural Science), 1996, 12(Suppl.): 24−31.
[5] 张晓明, 丁树文, 蔡崇法. 干湿效应下崩岗区岩土抗剪强度衰减非线性分析[J]. 农业工程学报, 2012, 28(5):241−245. doi:  10.3969/j.issn.1002-6819.2012.05.040

Zhang X M, Ding S W, Cai C F. Effects of drying and wetting on nonlinear decay of soil shear strength in slope disintegration erosion area[J]. Transactions of the Chinese Society of Agricultural Engineering, 2012, 28(5): 241−245. doi:  10.3969/j.issn.1002-6819.2012.05.040
[6] 黄辉. 红粘土无侧限抗压强度试验影响因素研究[J]. 湖南工业大学学报, 2010, 24(4):23−26.

Huang H. Study on influencing factors of unconfined compressive strength of red clay[J]. Journal of Hunan University of Technology, 2010, 24(4): 23−26.
[7] Fei T, Jian-Hua Y. Nonlinear creep and swelling behavior of bentonite mixed with different sand contents under oedometric condition[J]. Marine Georesources & Geotechnology, 2011, 29(4): 346−363.
[8] 蔡正银, 吴志强, 黄英豪, 等. 含水率和含盐量对冻土无侧限抗压强度影响的实验研究[J]. 岩土工程学报, 2014, 36(9):1581−1586.

Cai Z Y, Wu Z Q, Huang Y H, et al. Influence of water and salt contents on strength of frozen soils[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(9): 1581−1586.
[9] 杨俊, 杨志, 张国栋, 等. 初始干密度及掺砂比对膨胀土抗剪强度指标影响[J]. 地下空间与工程学报, 2015, 11(1):77−83.

Yang J, Yang Z, Zhang G D, et al. The influence of initial dry density and doped sand proportion on expansive soil shear strength[J]. Chinese Journal of Underground Space and Engineering, 2015, 11(1): 77−83.
[10] Huang R Q. Deformation mechanism and stability of a rocky slope[J]. Journal of China University of Geosciences, 2007, 18(1): 77−84. doi:  10.1016/S1002-0705(07)60021-1
[11] 卫杰, 张晓明, 丁树文, 等. 黄麻纤维加筋条件对崩岗岩土无侧限抗压强度的影响[J]. 水土保持学报, 2015, 29(6):59−63.

Wei J, Zhang X M, Ding S W, et al. Effect of reinforcement conditions of jute fiber on unconfined compressive strength of soil in collapsing hill[J]. Journal of Soil and Water Conservation, 2015, 29(6): 59−63.
[12] 杨彩迪, 卫杰, 张晓明, 等. 黄麻纤维加筋崩岗岩土的无侧限抗压强度研究[J]. 土壤学报, 2018, 55(4):143−152.

Yang C D, Wei J, Zhang X M, et al. Unconfined compressive strength of jute-fiber-fortified collapsing hill soil[J]. Acta Pedologica Sinica, 2018, 55(4): 143−152.
[13] GB/T 50123-1999. 土工试验方法标准[S]. 北京: 中国计划出版社, 1999.

GB/T 50123-1999. Standard for soil test method[S]. Beijing: China Planning Press, 1999.
[14] 蒋芳市, 黄炎和, 林金石, 等. 花岗岩崩岗崩积体颗粒组成及分形特征[J]. 水土保持研究, 2014, 21(6):175−180.

Jiang F S, Huang Y H, Lin J S, et al. Soil particle size distribution and fractal dimensions of colluvial deposits in granite benggang[J]. Research of Soil and Water Conservation, 2014, 21(6): 175−180.
[15] 刘霖, 魏中曹, 范振祥. 水泥固话煤化工废水污染土的应力: 应变特性及空隙结构研究[J]. 内蒙古农业大学学报(自然科学版), 2017, 38(5):51−56.

Liu L, Wei Z C, Fan Z X. Study on stress-strain characteristics and pore structure of polluted soil in cement, cured coal chemical waste water[J]. Journal of Inner Mongolia Agricultural University (Natural Science Edition), 2017, 38(5): 51−56.
[16] 杨俊, 刘子豪, 张国栋, 等. 复合方法改良膨胀土无侧限抗压强度试验研究[J]. 地下空间与工程学报, 2016, 12(4):1069−1076.

Yang J, Liu Z H, Zhang G D, et al. Experimental research on unconfined compressive strength of expansive soil improved by composite method[J]. Chinese Journal of Underground Space and Engineering, 2016, 12(4): 1069−1076.
[17] Hucka V, Das B. Brittleness determination of rocks by different methods[J]. International Journal of Rock Mechanics and Mining Sciences and Geomechanics Abstracts, 1974, 11(10): 389−392. doi:  10.1016/0148-9062(74)91109-7
[18] 周辉, 孟凡震, 张传庆, 等. 基于应力:应变曲线的岩石脆性特征定量评价方法[J]. 岩石力学与工程学报, 2014, 33(6):1114−1122.

Zhou H, Meng F Z, Zhang C Q, et al. Quantitative evaluation of rock brittleness based on stress-strain curve[J]. Chinese Journal of Rock Mechanics and Engineering, 2014, 33(6): 1114−1122.
[19] 石崇喜, 黄英, 杨玉婷, 等. 掺砂红土的力学特性及掺砂机理研究[J]. 工程勘察, 2011(4):1−8.

Shi C X, Hang Y, Yang Y T, et al. Research on mechanical properties and sand-doped mechanism of the laterite improved with sand[J]. Journal of Investigation & Surveying, 2011(4): 1−8.
[20] 詹振芝, 黄炎和, 蒋芳市, 等. 砾石含量及粒径对崩岗崩积体渗透特性的影响[J]. 水土保持学报, 2017, 31(3):85−95.

Zhan Z Z, Huang Y H, Jiang F S, et al. Effects of content and size of gravel on soil permeability of the colluvial deposit in benggang[J]. Journal of Soil and Water Conservation, 2017, 31(3): 85−95.
[21] 杨俊, 童磊, 张国栋, 等. 干湿循环对风化砂改良膨胀土无侧限抗压强度的影响[J]. 武汉大学学报(工学版), 2014, 47(4):532−536, 556.

Yang J, Tong L, Zhang G D, et al. Wet and dry cycle effects on unconfined compressive strength of weathered sand improved expansive soil[J]. Engineering Journal of Wuhan University, 2014, 47(4): 532−536, 556.
[22] 刘希林, 张大林, 贾瑶瑶. 崩岗地貌发育的土体物理性质及其土壤侵蚀意义: 以广东五华县莲塘岗崩岗为例[J]. 地球科学进展, 2013, 28(7):802−811. doi:  10.11867/j.issn.1001-8166.2013.07.0802

Liu X L, Zhang D L, Jia Y Y. Soil physical properties of collapsing hill and gully and their indications for soil erosion: an example of Liantanggang collapsing hill and gully in Wuhua County of Guangdong[J]. Advances in Earth Science, 2013, 28(7): 802−811. doi:  10.11867/j.issn.1001-8166.2013.07.0802
[23] 刘希林, 唐川, 张大林. 野外模拟崩岗崩积体坡面产流过程及水分分布[J]. 农业工程学报, 2015, 31(11):179−185. doi:  10.11975/j.issn.1002-6819.2015.11.026

Liu X L, Tang C, Zhang D L. Simulated runoff processes on colluvial deposits of Liantanggang Benggang and their water distributions[J]. Transactions of the Chinese Society of Agricultural Engineering, 2015, 31(11): 179−185. doi:  10.11975/j.issn.1002-6819.2015.11.026