1.
GROUND TEMPERATURE AND DEFORMATION LAWS OF HIGHWAY EMBANKMENTS IN DEGENERATIVE PERMAFROST REGIONS
退化性多年冻土地区公路路基地温和变形规律
2.
Study on In-situ Monitoring of Effect of Degenerative Permafrost Protected by Crushed Rock Revetment
抛石护坡保护公路下退化性多年冻土效果现场监测研究
3.
Reasons of Degeneration and Tendency of Variation of Ever-Frost of the Yellow River Source
黄河源头多年冻土退化原因及变化趋势
4.
Degradation of Permafrost in the Northern Part of Northeastern China:Present State and Causal Analysis
东北北部多年冻土的退化现状及原因分析
5.
The Adaptive Countermeasures against Permafrost Degradation in Northeast China
我国东北地区多年冻土退化情景下的适应对策
6.
Mechanical Property Deterioration Model for Concrete in Environment with Freezing-thawing
冻融环境下混凝土力学性能退化模型
7.
Deterioration characteristics of the bond between reinforcement and concrete subjected to freezing-thawing cycles and steel corrosion
锈蚀与冻融循环下钢筋与混凝土粘结退化性能
8.
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
9.
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
10.
Freezing-thawing Durability of Carbonized Concretes Subjected to Multiple Damage Factors;
多重因素作用下碳化混凝土的抗冻性
11.
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
12.
The Study on Chemical Elemenent Background Value of Permafrost in Larix Gmelinii Forest;
兴安落叶松林多年冻土化学元素背景值的研究
13.
The Permafrost Boundary Evolution History from the Penultimate Glacial in China;
中国倒数第二次冰期以来多年冻土边界演化
14.
The Changing Rules of the Ground Temperature Field along Qinghai-Tibet Railway
青藏铁路沿线多年冻土地温场变化规律
15.
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
16.
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
17.
The Statistical Analysis and Classification Study on Thawing Settlement Characteristics of Permafrost;
多年冻土融沉特性统计分析与分类研究
18.
Research on Axial Bearing Behavior of Cast-In-Place Concrete Pile in Permafrost Region
多年冻土区砼灌注桩竖向承载性能研究