[1] 朱才辉,张世斌.降雨条件下压实黄土水分入渗规律模型试验研究[J].岩土工程学报,2018,40(6):1117-1124.
ZHU Caihui, ZHANG Shibin. Rainfall infiltration laws of compacted loess based on laboratory model tests[J].Chinese Journal of Geotechnical Engineering, 2018, 40(6):1117-1124.
[2] 耿大新,孟成,王俊,等. 降雨入渗及交通荷载耦合作用下对粉土路基的影响分析[J]. 重庆交通大学学报(自然科学版),2022,41(6):98-104,112.
GENG Daxin, MENG Cheng, WANG Jun, et al. Coupling influence of rainfall in filtration and traffic load on silt roadbed[J]. Journal of Chongqing Jiaotong University (Natural Science), 2022, 41(6): 98-104, 112.
[3] 屈耀辉,李奋,庄德华,等. 湿陷性黄土区高铁路基沉降控制综合技术研究[J]. 重庆交通大学学报(自然科学版), 2017, 36(3): 54-59.
QU Yaohui, LI Fen, ZHUANG Dehua, et al. Relationship between roadbed compaction degree and drum acceleration[J].Journal of Chongqing Jiaotong University (Natural Science), 2017, 36(3): 54-59.
[4] 葛琦,汪东飞,孙红月,等.基于动态空间面板模型的填方路基边坡坡面位移预测[J].工程地质学报,2019,27(2):367-375.
GE Qi, WANG Dongfei, SUN Hongyue, et al. Displacement prediction of filling road bed slope surface based on dynamic spatial panels model[J]. Journal of Engineering Geology, 2019, 27(2):367-375.
[5] 史颜玲,霍继炜,张俊然,等.Settle3D软件在半填半挖黄土路基变形分析中的应用[J].中国安全生产科学技术,2020,16(11):89-95.
SHI Yanling, HUO Jiwei, ZHANG Junran, et al. Application of Settle3D software in deformation analysis of subgrade with half-filled and half-excavated loess[J]. Journal of Safety Science and Technology, 2020, 16(11): 89-95.
[6] 黄琴龙,杨传景,韩秉烨,等.运煤公路黄土路基不均匀永久变形特性[J].重庆交通大学学报(自然科学版),2015,34(6):63-67.
HUANG Qinlong,YANG Chuanjing, HAN Bingye, et al. Non-uniform permanent deformation characteristics of coal highway loess subgrade[J]. Journal of Chongqing Jiaotong University (Natural Science), 2015, 34(6): 63-67.
[7] 刘毓氚,缪宏杰.降雨入渗条件下新型路面排水系统性能研究[J].中国公路学报,2017,30(5):1-9.
LIU Yuchuan, MIAO Hongjie. Research on performance of new pavement drainage system under rainfall infiltration[J]. China Journal of Highway and Transport, 2017, 30(5): 1-9.
[8] TURCO M, KONSHEVA R, Brunetti G, et al. Unsaturated hydraulic behavior of a permeable pavement: Laboratory investigation and numerical analysis by using the HYDRUS-2D model[J]. Journal of Hydrology, 2017, 554:780-791.
[9] 魏云杰,许模,卢书强,等.西部公路路基内部排水效果模拟研究[J].中国地质灾害与防治学报,2003,14(1):31-35.
WEI Yunjie, XU Mo, LU Shuqiang, et al. Simulation study of drainage effect inside roadbed of expressway in the west of China[J].The Chinese Journal of Geological Hazard and Control, 2003, 14(1): 31-35.
[10] 任加国,许模.公路路基内部排水机理模拟研究[J].公路, 2003(5):64-66.
REN Jiaguo, XU Mo. Simulation study on drainage mechanism of highway subgrade[J].Highway, 2003(5): 64-66.
[11] RAHARDJO H, SANTOSO V A, LEONG E C, et al. Use of recycled crushed concrete and secudrain in capillary barriers for slope stabilization[J]. Canadian Geotechnical Journal, 2013, 50(6): 662-673.
[12] Ng C W, LIU J, CHEN R, et al. Physical and numerical modeling of an inclined three-layer (silt/gravelly sand/clay) capillary barrier cover system under extreme rainfall[J]. Waste Management, 2015, 38(1): 210-221.
[13] OLDECOP L A, RODARI G J, MUOZ J J. Atmosphere interaction and capillary barrier in filtered tailings[J]. Geotechnical and Geological Engineering, 2017, 35(4): 1803-1817.
[14] 顾浩,梁兴胜,刘鹏飞.毛细阻滞型路基湿化病害中吸力分布规律[J].公路工程,2013,38(6):106-110.
GU Hao, LIANG Xingsheng, LIU Pengfei. Suction distribution of a wetting subgrade with capillary barrier[J].Highway Engineering, 2013, 38(6): 106-110.
[15] YAN Changgen, WAN Qi, XU Yu, et al. Experimental study of barrier effect on moisture movement and mechanical behaviors of loess soil[J]. Engineering Geology, 2018, 240: 1-9.
[16] 林青.高速公路拓宽道路差异沉降特性研究[D]. 西安:长安大学,2014.
LIN Qing. Differential Settlement Characteristic of Highway Widening Project [D]. Xian: Changan University, 2014. |