首页|基于探地雷达测量的青藏公路多年冻土区热棒路基降温效果分析

基于探地雷达测量的青藏公路多年冻土区热棒路基降温效果分析

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青藏高原气候暖湿化加剧了多年冻土退化速率,影响公路、铁路等基础设施稳定性。热棒技术具有主动单向降温特点,已广泛应用于我国青藏高原和东北部的多年冻土地区。现有研究多采用数值仿真或钻孔测温方式分析热棒技术的降温效果,随着地球物理探测技术的发展,探地雷达技术为冻土工程领域提供了一种连续且无损的新研究方法。本文以青藏公路沱沱河至唐古拉山垭口段为研究区,采用探地雷达技术研究热棒技术对路基的降温效果。在道路病害调查的基础上,选取双侧单排直插热棒路基、单侧单排斜插热棒路基和相邻未处治冻土路基三处典型路段,采用探地雷达技术探测分析路基结构损伤和下伏冻土分布情况,结合现场考察评价不同热棒布设方式对冻土路基降温效果的影响。结果表明降温效果:双侧单排直插热棒路基>单侧单排斜插热棒路基>未处治路基。双侧单排直插热棒路基下伏多年冻土层分布具有良好的连续性,与路侧天然地表相比冻土上限提升0。47 m,其上路基结构完整;单侧单排斜插热棒路基下伏多年冻土层连续性一般,冻土上限与路侧天然地表相比较为接近,其上路基结构存在结构疏松和裂隙区域;未处治路基下伏多年冻土层分布连续性较差,冻土退化明显,冻土上限较路侧天然地表退化0。80 m,其上路基结构存在大面积疏松和局部积水。同时,冻土退化会诱发道路工程病害,对比发现单侧单排斜插热棒路基和未处治路基冻土退化路段,路基结构疏松和裂隙发育,不均匀沉降和路面裂缝、坑槽等病害多发。探地雷达测试能够较好地呈现道路下伏多年冻土的分布情况和路基结构损伤特征,分析路面病害机理,为公路大中修方案提供科学依据。分析表明热棒技术可以有效减缓路基下伏多年冻土的退化速率,但不同的布设方式对热棒的降温效果有一定影响,常规的热棒布设方式无法满足高边坡路基的降温需求。因此,针对路基热状态和结构特征,科学合理地开展热棒路基设计、规范施工和有效运维,对提高路基下覆多年冻土上限,减少或减缓路基热融病害,提升公路服役性能和水平,具有重要的现实意义。
Cooling effect analysis of thermosyphons used in Qinghai-Xizang Highway in permafrost regions based on GPR measurement
The warming and humidifying climate on the Qinghai-Xizang Plateau of China is causing permafrost degradation at a faster rate,which is affecting the stability of infrastructure such as highways and railways on it.To resolve this problem,thermosyphons have been widely applied to protect the degrading permafrost in North-east China and the Qinghai-Xizang Plateau.The thermosyphon has the characteristic of active unidirectional cooling.Existing researches often use numerical simulation or borehole temperature measurement methods to an-alyze its cooling effect on permafrost foundations.With the development of geophysical exploration technology,ground penetrating radar(GPR)technology provides a new research method for frozen soil engineering,which can obtain continuous data without causing damage to structures.The section of the Qinghai-Xizang Highway from Tuotuo River to Tanggula Mountain Pass was selected as the research area,and GPR technology is used to study the cooling effect of thermosyphons.Based on the investigation of road problems,three typical road sec-tions were selected,where double-sided and single-row vertical thermosyphons,single-sided and single row oblique thermosyphons,and adjacent non-thermosyphons were placed,respectivley.GPR technology was used to detect and analyze structural damage and underlying permafrost distribution.Meanwhile,combined with on-site investigations,the impact of different thermosyphon placement methods on the cooling effect of frozen soil embankment was evaluated.The results indicate that the cooling effect is as follows:double-sided and single row vertical thermosyphons have better cooling effect,followed by single-sided and single row oblique thermo-syphons and non-thermosyphon.The distribution of the permafrost layer beneath the double-sided and single-row vertical thermosyphon embankment had good continuity,with an increase of 0.47 m in the upper limit of permafrost compared to the natural surface near the road,and the road structure was entire.The permafrost layer under the single-side and single-row inclined thermosyphon embankment had general continuity,and its perma-frost table was close to that of the natural surface.There were areas where structures loosened and cracks hap-pened in the embankment structure.The continuity of the permafrost layer under the non-thermosyphon embank-ment was lower,and the degradation of permafrost was significant,its permafrost table has degraded by 0.80 m compared to the natural surface.The embankment structure showed large areas of looseness and cracks,and there was water accumulation in some areas.Meanwhile,permafrost degradation can trigger road engineering damages.Comparison showed that the single-sided and single-row oblique thermosyphon embankment and the adjacent non-thermosyphon embankment with permafrost degradation showed loose embankment structures and developed some cracks,and were prone to uneven settlement,cracks,potholes,and other problems.GPR test-ing can effectively present the distribution of permafrost beneath roads and the characteristics of embankment structural damage.Furthermore,it can used to analyze the mechanism of road surface problems and to provide scientific basis for highway maintenance.Analysis shows thermosyphons can effectively slow down the degrada-tion rate of permafrost,but different placement methods have a certain impact on the cooling effect,the single-sided layout of thermosyphon for high embankments does not cool the warming permafrost.Therefore,it is nec-essary to scientifically and reasonably carry out the correct design,standardized construction,and effective oper-ation and maintenance of thermosyphon embankments based on the thermal state and structural characteristics of the roads.This can raise the permafrost table under the embankment and reduce or slow down engineering prob-lems caused by permafrost degradation.This study has important practical significance for promoting thermosy-phon to be widely used and for improving the serviceability of highways in permafrost regions.

permafrostQinghai-Xizang Highwaythermosyphonground penetrating radar(GPR)

景晶晶、吴志坚、丁万鹏、张晓华、马巍

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南京工业大学交通运输工程学院,江苏南京 211816

江苏开放大学建筑工程学院,江苏南京 210036

江苏省交通基础设施安全保障技术工程研究中心,江苏南京 211816

多年冻土 青藏公路 热棒 探地雷达

2024

冰川冻土
中国地理学会 中国科学院寒区旱区环境与工程研究所

冰川冻土

CSTPCD
影响因子:2.546
ISSN:1000-0240
年,卷(期):2024.46(6)