WANG Wenhui, CHE Fuqiang, JIN Huijun, LI Shanzhen, TANG Jianjun, LI Xianglong, ZHAI Jinbang, ZHANG Ze, HUANG Shuai, XUE Guangyin, CHEN Siyu, WANG Yongping, XIAO Ziwang, JIN Xiaoying, YANG Xue, ZHOU Gangyi, CHEN Dun, LI Guoyu, LI Anyuan
As a representative permafrost region in Northeast China, the Da Xing’anling Mountains have undergone extensive and rapid degradation of permafrost under the joint influences of climate change and human activities. Permafrost degradation has led to more frequent frost and thaw hazards. In order to systematically feature the distributive patterns, mechanisms, processes and trends of frost hazards and permafrost degradation in the northern Da Xing’anling Mountains, the Northeast Forestry University and Heilongjiang Provincial Institute of Natural Resources Survey, and others, jointly formed a survey and research team for frost and thaw hazards in the Da Xing’anling Mountains. The team conducted two surveys of frost and thaw hazards in permafrost regions in the northern Da Xing’anling Mountains from August to September 2023 along key infrastructures lines in the Da Xing’anling Mountains in the northern part of Northeast China (mainly including national highways G301, G10 and G111, G331, G332 and border patrol roads, forest railways (Yalin and Nenlin), and CRCOPs and their access roads. They employed various technologies such as unmanned aerial vehicles (UAVs) for capturing basic location, vegetation, and terrain data; electrical resistivity tomography (ERT) to measure soil resistivity up to 20 m deep for assessing permafrost and talik, and; ground temperature measurements with the LCD-105 digital thermometer (range: -50 to 200 ℃) down to 2 m depth. High-precision terrain scanning was also performed using the Beidou Haida TS5 RTK receiver. Results show that asphalt pavement has the largest thaw settlement lengths and depths, and asphalt pavement is mainly characterized by subgrade thaw settlement (including subgrade tilt and rolling pavement surfaces), while concrete pavement is mainly characterized by long-distance longitudinal cracks, and railways and China-Russia Crude oil pipelines (CRCOPs) are mainly characterized by subgrade thaw settlement. The average damage range of different pavements is ranked as follows: experimental section (length: 159 m, settlement: 71 cm), asphalt + cement pavement (length: 129 m, settlement: 59 cm) > asphalt pavement (length: 78 m, settlement: 59 cm) > cement pavement (length: 37 m, settlement: 48 cm). In terms of longitude, permafrost on the west slope of Da Xing’anling is well developed, and the thawing and settlement hazard range on the east slope is much larger than that on the west slope. In terms of latitude, permafrost development in high-latitude areas is better than that in low-latitude areas. The permafrost in low-latitude areas is severely degraded, and the thawing and settlement hazard range is large and concentrated. The geographical differentiation characteristics of thaw settlement and subsidence hazards are obvious: thaw hazards are distributed in locations with high annual average ground temperature, high soil moisture, flat terrain, better permafrost conservation conditions and shallow burial depth of the permafrost table. Thaw hazards pose a threat to the safe operation of the foundations of transportation infrastructures: the horizontal impact range of the two crude oil pipelines (CRCOPs I and II (Mohe-Daqing section)) on permafrost is greater than that of highways, and the vertical (depth) impact range of the two is similar. The local terrain formed by transportation infrastructure (sunny-shadowy slopes and water accumulation at the feet of the slopes) is an important factor causing thaw hazards. The probe digital thermometer is a fast, convenient and economical way to measure shallow ground temperature. This study provides some baseline data for the monitoring and management of frost hazards in Northeast China, as well as multi-element data for engineering construction and later maintenance in permafrost regions of Northeast China. At the same time, this study has some limitations in research scopes, insufficient coverage of frost hazards types, and inadequacies in comprehensive monitoring of frost hazards, which await further clarification, elaboration and improvement in the followed stages of field surveys and monitoring work.