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高陡濒倾土遗址边坡加固后的变形行为
引用本文:张景科,谌文武,和法国,孙冠平,郭青林. 高陡濒倾土遗址边坡加固后的变形行为[J]. 文物保护与考古科学, 2012, 24(1): 56-61
作者姓名:张景科  谌文武  和法国  孙冠平  郭青林
作者单位:兰州大学西部灾害与环境力学教育部重点实验室;兰州大学土木工程与力学学院;敦煌研究院古代壁画保护国家文物局重点科研基地;敦煌研究院保护所
基金项目:国家科技支撑计划资助(2006BAK302); 古代壁画保护国家文物局重点科研基地课题资助
摘    要:土遗址边坡加固不同于一般边坡加固是在于其文物属性。对于高陡濒临倾倒的边坡一般采取“去头补脚”的方式进行处理,而对于土遗址边坡须遵从原状保护的原则。土遗址边坡加固后演化过程具有独有的特征。为此,边坡的变形监测资料对分析边坡变形演化规律及边坡稳定性至关重要。采用南瑞大坝全自动变形监测仪对交河故城513亚区濒倾边坡加固后的变形进行实时监测,精度达0.01mm。通过对变形数据分析,阐明其变形行为特征,进而挖掘加固后边坡演化过程。研究表明,加固后边坡表现出明显的非线性特征,具体表现为常态稳变和局部突变特性;变形可划分为明显的趋势性变形、周期震荡式变形和随机性变形。研究结论对于类似土遗址边坡加固效果评价具有重要意义

关 键 词:高陡濒倾  土遗址边坡  变形行为  非线性  周期性  随机性

Deformation of crumbling high, steep earthen slope of cultural heritage after conservation
ZHANG Jingke,CHEN Wenwu,HE Faguo,UN Guanping and GUO Qinglin. Deformation of crumbling high, steep earthen slope of cultural heritage after conservation[J]. Sciences of Conservation and Archaeology, 2012, 24(1): 56-61
Authors:ZHANG Jingke  CHEN Wenwu  HE Faguo  UN Guanping  GUO Qinglin
Affiliation:3,4((1.Key Laboratory of the Western Disaster and Environmental Mechanics of the Educational Ministry,Lanzhou 73000,China; 2.College of Civil Engineering and Mechanics,Lanzhou University,Lanzhou 730000,China; 3.Key Scientific Research Base of Conservation for Ancient Mural(Dunhuang Academy) State Administration for Cultural Heritage, Dunhuang 736200,China;4.Dunhuang Academy Conservation Institute,Dunhuang 736200,China)
Abstract:Conservation of steep earthen slope sites is different from that of common earthen slopes. For high, steep slope in danger of crumbling, the most common treatment is to remove part of the tip and to patch the base. However, an important aim of protecting earthen slopes of cultural heritage interest is to preserve their current appearance, so conservation of such sites poses some special problems. The process of deformation of steep earthen slopes has some unique characteristics. An automatic deformation monitoring instrument with an accuracy of 0.01 mm was installed at the Nanrui dam in the 513 sub region of the Jiaohe ruins to gather realtime data on a conserved earthen slope that is in danger of crumbling. Analysis of the data obtained revealed the characteristics of the deformation and the evolutionary process of this deformation. The results indicate that the conserved slope deforms nonlinearly. Parts of the slope change normally and steadily, and other parts deform abnormally and rapidly. Deformation trends could also be observed, namely, periodical vibration deformations and random deformations. The research is of importance for the evaluation of enhancement of similar earthen slope sites
Keywords:Toppling of high and steep slopes   Earthen slope site   Deformation behavior   Nonlinear   Periodical   Random
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