Sha Aimin. Material characteristics of semi-rigid base[J]. China Journal of Highway and Transport, 2008, 21(1): 1-5. [沙爱民. Ping Shujiang, Jiang Liang, Liu Xiaoguang, et al. Research on relationship between performance of semi-rigid material and curing conditions[J]. Highway, 2009(2): 128-131. [平树江, 蒋亮, 刘晓光, 等. 半刚性材料性能与养生条件相关性研究[J]. 公路, 2009(2): 128-131.]
[2]
Zhang You'an, Wang Yujin. Frost resistance design for subgrade and pavement of mountain highway in margin region of Qinghai-Tibet Plateau[J]. Journal of Glaciology and Geocryology, 2012, 34(3): 645-649. [张有安, 王玉金. 青藏高原边缘山区公路路基、路面抗冻设计研究[J]. 冰川冻土, 2012, 34(3): 645-649.]
[3]
Ma Biao, Wang Binggang. A simulation test of the frost resistance of cement-stabilized gravel in permafrost regions[J]. [KG(*9]Journal of Glaciology and [KG)]Geocryology, 2006, 28(4): 613-617. [马骉, 王秉纲. 多年冻土地区水泥稳定砂砾抗冻融耐久性模拟试验[J]. 冰川冻土, 2006, 28(4): 613-617.]
[4]
Zhang Shimin, Li Shuangyang. Experimental study of the Tibetan silty clay under freeze-thaw cycles[J]. Journal of Glaciology and Geocryology, 2012, 34(3): 625-631. [张世民, 李双洋. 青藏粉质黏土冻融循环试验研究[J]. 冰川冻土, 2012, 34(3): 625-631.]
[5]
Mao Xuesong, Yang Jinfeng, Zhang Zhengbo, et al. Experimental study of integrated temperature-moisture-load effect on subgrade during freeze-thaw cycle[J]. Journal of Glaciology and Geocryology, 2012, 34(2): 427-434. [毛雪松, 杨锦凤, 张正波, 等. 温度-湿度-荷载综合作用下路基冻融过程试验研究[J]. 冰川冻土, 2012, 34(2): 427-434.]
[6]
Luo Dongliang, Jin Huijun, Lin Lin, et al. Degradation of permafrost and cold-environments on the interior and eastern Qinghai Plateau[J]. Journal of Glaciology and Geocryology, 2012, 34(3): 538-546. [罗栋梁, 金会军, 林琳, 等. 青海高原中、东部多年冻土及寒区环境退化[J]. 冰川冻土, 2012, 34(3): 538-546.]
[7]
Fang Lili, Qi Jilin, Ma Wei. Freeze-thaw induced changes in soil structure and its relationship with variations in strength[J]. Journal of Glaciology and Geocryology, 2012, 34(2): 435-440. [方丽莉, 齐吉琳, 马巍. 冻融作用对土结构性的影响及其导致的强度变化[J]. 冰川冻土, 2012, 34(2): 435-440.]
