文物保护与考古科学
文物保護與攷古科學
문물보호여고고과학
Sciences of Conservation and Archaeology
2012年
1期
56~61
,共null页
张景科 谌文武 和法国 孙冠平 郭青林
張景科 諶文武 和法國 孫冠平 郭青林
장경과 심문무 화법국 손관평 곽청림
高陡濒倾 土遗址边坡 变形行为 非线性 周期性 随机性
高陡瀕傾 土遺阯邊坡 變形行為 非線性 週期性 隨機性
고두빈경 토유지변파 변형행위 비선성 주기성 수궤성
Toppling of high and steep slopes; Earthen slope site; Deformation behavior; Non-linear; Periodical; Random
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51-3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。
土遺阯邊坡加固不同于一般邊坡加固是在于其文物屬性。對于高陡瀕臨傾倒的邊坡一般採取"去頭補腳"的方式進行處理,而對于土遺阯邊坡鬚遵從原狀保護的原則。土遺阯邊坡加固後縯化過程具有獨有的特徵。為此,邊坡的變形鑑測資料對分析邊坡變形縯化規律及邊坡穩定性至關重要。採用南瑞大壩全自動變形鑑測儀對交河故城51-3亞區瀕傾邊坡加固後的變形進行實時鑑測,精度達0.01mm。通過對變形數據分析,闡明其變形行為特徵,進而挖掘加固後邊坡縯化過程。研究錶明,加固後邊坡錶現齣明顯的非線性特徵,具體錶現為常態穩變和跼部突變特性;變形可劃分為明顯的趨勢性變形、週期震盪式變形和隨機性變形。研究結論對于類似土遺阯邊坡加固效果評價具有重要意義。
토유지변파가고불동우일반변파가고시재우기문물속성。대우고두빈림경도적변파일반채취"거두보각"적방식진행처리,이대우토유지변파수준종원상보호적원칙。토유지변파가고후연화과정구유독유적특정。위차,변파적변형감측자료대분석변파변형연화규률급변파은정성지관중요。채용남서대패전자동변형감측의대교하고성51-3아구빈경변파가고후적변형진행실시감측,정도체0.01mm。통과대변형수거분석,천명기변형행위특정,진이알굴가고후변파연화과정。연구표명,가고후변파표현출명현적비선성특정,구체표현위상태은변화국부돌변특성;변형가화분위명현적추세성변형、주기진탕식변형화수궤성변형。연구결론대우유사토유지변파가고효과평개구유중요의의。
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 51-3 sub region of the Jiaohe ruins to gather real-time 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.