1.
The Permafrost Characteristics of Qinghai-Tibet Highway Subgrade in Permafrost Regions
青藏公路多年冻土区路基下冻土发育特征
2.
Analysis on Bearing Capacity of Refreezing Process of Cast-in-place Bored Pile in Permafrost Region;
多年冻土地区钻孔灌注桩回冻过程承载力分析
3.
RESEARCH ON THE INITIAL FREEZING TEMPERATURE OF PERMAFROST IN DA HINGGANG LING MOUNTAIN
大兴安岭多年冻土起始冻结温度测试研究
4.
Numerical Simulation of Thermal Field of Roadbed under Cement Concrete Pavement in Permafrost Region
多年冻土区水泥混凝土路面下冻土路基温度场数值分析
5.
PERMAFROST ALONG THE QING-KANG HIGHWAY (NATIONAL HIGHWAY NO. 214 );
青康公路(国道214线)沿线的多年冻土
6.
The Effect of Embankment Construction on Permafrost in the Tibetan Plateau
路基施工对青藏高原多年冻土的影响
7.
A Discussion on the Evaluation Indexes of Asphalt Pavement in Permafrost Regions
多年冻土地区公路路面评价指标探讨
8.
Study on Temperature Fields and Frost Heave and Thaw Settlement of Railway Culvert in Permafrost Region;
高原多年冻土涵洞温度场及地基土冻融变形规律研究
9.
Model Test Study on the Improved Filling Embankment in Permafrost Regions;
多年冻土区路堤填土改良模型试验研究
10.
Research on High Performance Concrete in Qinghai-Tibet Plateau Permafrost Region(QT-HPC);
青藏高原多年冻土区高性能混凝土的试验研究
11.
Analysis on the stability of permafrost low filled embankment by riprap slope protection
片石护坡保护多年冻土填土低路堤稳定性分析
12.
Study of Stability of Embankment upon the Slope in the Permafrost Area at Anduo Section of Qinghai-Tibet Railway;
青藏铁路安多段多年冻土斜坡路基稳定性研究
13.
Numerical analysis of preventing measures of roadbed problems in the permafrost regions of Yaling Railway
牙林线多年冻土区路基冻融病害整治工程效果模拟
14.
Influence of Snow Cover on the Lower Limit of Permafrost in Altai Mountains
我国阿尔泰山地区雪盖对多年冻土下界的影响
15.
Study on Highway Subgrade Stabilization and Predication Technique in Plateau Permafrost Region;
高原多年冻土区公路路基稳定及预测技术研究
16.
Study on Mechanism of Subgrade Thawing and Countermeasrue Against Pavement Structure Distress in Permafrost Region;
多年冻土路基融沉机理及路面结构对策研究
17.
Research on Thermal Stability of Railway Roadbed in the Permafrost Area of the Qinghai-Tibet Plateau;
青藏高原多年冻土区铁路路基热稳定性研究
18.
Analysis of Excavating Stability and Water Seepage Feature of Tunnel in Permafrost Region;
多年冻土隧道开挖稳定性及其渗漏水特征分析