交河故城

锚固灌浆过程中及工后交河故城崖体的变形特征研究

Research on cliff deformation feature of Jiaohe ruins during and after anchoring and grouting

交河故城崖体破坏机理物理模拟研究

Physical Simulation Experiment Research into the Destroyed Mechanism on the Cliff Mass of Jiaohe Ruins

结果表明，PS材料可以较好的提高交河故城土体的力学性能及抗风蚀、雨蚀能力，原状土样加固后的抗风蚀能力提高7-16倍。

The results indicated that the PS material can improve the capacities of anti-wind erosion and anti-rain erosion abilities of the Ruins of Jiaohe .

为了研究交河故城保护灌浆加固材料，在不同水灰比PS-C浆液实际灌浆过程中，对不同裂隙的渗透能力及灌注效果做了初步探讨。

In order to study the influence of PS-C grout with different C / W ratios on its groutability to different fractures of Jiaohe ruins , the grouting pressure and effects are discussed .

交河故城了望台保护加固技术

Technology of protection and reinforcement for observation platform in Ruins of Jiaohe

交河故城的裂隙特征研究

Study on cranny characteristics of the ruins of Jiaohe

交河故城土体裂隙灌浆材料性能试验

Performance test of compatible slurry grouting into soil fracture at ancient city of Jiaohe

交河故城台地危险土体研究

Research on Dangerous Earth Mass in Jiaohe Ruins

交河故城崖壁裂隙灌浆效果的电法探测与评价

Electrical surveying and evaluation of the grout filling effect for the cliff fractures in Jiaohe ancient city

混凝土材料破坏过程的细观数值模拟交河故城崖体破坏机理物理模拟研究

Numerical Simulation of Concrete Fracture on Mesolevel ; Physical Simulation Experiment Research into the Destroyed Mechanism on the Cliff Mass of Jiaohe Ruins

用地质工程和建筑学的理论与方法研究交河故城文物本体和载体裂隙（缝）的分布规律和特性。

The cranny of noumenon and carrier of the ruins of Jiaohe was studied using the theory and method of geological engineering and architecture .

然而，经历了2000多年来自然和人为因素破坏，交河故城现已处于濒危状态。

However , suffered from the nature and human activities during the past 2000 years , Jiaohe ruins has been destroyed seriously and in imminent danger .

交河故城遗址是国务院1961年公布的第一批全国重点文物保护单位，是世界上保存最完好的土遗址，在建筑学上独具特色；

The Jiaohe ruins had been declared as the first batch of Key Cultural Relic unit under State Protections by State Department in 1961 , the best conversational earthen site in the world and eminent character in architecture .