解放军理工大学学报(自然科学版)
解放軍理工大學學報(自然科學版)
해방군리공대학학보(자연과학판)
JOURNAL OF PLA UNIVERSITY OF SCIENCE AND TECHNOLOGY(NATURAL SCIENCE EDITION)
2015年
3期
239-244
,共6页
盐岩%泥质硬石膏岩%蠕变%稳定性%平顶山
鹽巖%泥質硬石膏巖%蠕變%穩定性%平頂山
염암%니질경석고암%연변%은정성%평정산
salt rock%argillaceous anhydrite%creep%stability%Pingdingshan
为了分析废弃盐腔的稳定性,对平顶山盐矿、盐岩、泥质硬石膏岩样进行单轴和三轴压缩试验以及蠕变试验,获得相应的力学特征。对平顶山盐矿某区压裂井、连通井和单井等建库完成后的腔体稳定性进行了数值模拟。结果表明,盐岩层呈现良好的延性变形特征,含泥质硬石膏岩夹层呈现脆性变形的特征。溶腔形状对腔体位移、应力分析以及稳定性等影响较大,从溶腔废弃开始到运行10 a,道1井溶腔的最大位移出现在溶腔顶部靠右侧的位置,D1-2单井溶腔的最大位移出现在溶腔围岩边缘腰部位置,而 L3-3压裂井溶腔顶部的位移值过大,溶腔顶部和底部已经坍塌,在泥岩夹层处应力集中现象比较明显。道1井溶腔左上角和右上角位置出现塑性区,D1-2单井溶腔顶部位置出现塑性区,在 D1-1和 D1-2溶腔群的矿柱之间出现了比较大的应力集中。在储气库运行期间,应该提高储气库的最低运行压力并缩短其在低压下的运行时间。
為瞭分析廢棄鹽腔的穩定性,對平頂山鹽礦、鹽巖、泥質硬石膏巖樣進行單軸和三軸壓縮試驗以及蠕變試驗,穫得相應的力學特徵。對平頂山鹽礦某區壓裂井、連通井和單井等建庫完成後的腔體穩定性進行瞭數值模擬。結果錶明,鹽巖層呈現良好的延性變形特徵,含泥質硬石膏巖夾層呈現脆性變形的特徵。溶腔形狀對腔體位移、應力分析以及穩定性等影響較大,從溶腔廢棄開始到運行10 a,道1井溶腔的最大位移齣現在溶腔頂部靠右側的位置,D1-2單井溶腔的最大位移齣現在溶腔圍巖邊緣腰部位置,而 L3-3壓裂井溶腔頂部的位移值過大,溶腔頂部和底部已經坍塌,在泥巖夾層處應力集中現象比較明顯。道1井溶腔左上角和右上角位置齣現塑性區,D1-2單井溶腔頂部位置齣現塑性區,在 D1-1和 D1-2溶腔群的礦柱之間齣現瞭比較大的應力集中。在儲氣庫運行期間,應該提高儲氣庫的最低運行壓力併縮短其在低壓下的運行時間。
위료분석폐기염강적은정성,대평정산염광、염암、니질경석고암양진행단축화삼축압축시험이급연변시험,획득상응적역학특정。대평정산염광모구압렬정、련통정화단정등건고완성후적강체은정성진행료수치모의。결과표명,염암층정현량호적연성변형특정,함니질경석고암협층정현취성변형적특정。용강형상대강체위이、응력분석이급은정성등영향교대,종용강폐기개시도운행10 a,도1정용강적최대위이출현재용강정부고우측적위치,D1-2단정용강적최대위이출현재용강위암변연요부위치,이 L3-3압렬정용강정부적위이치과대,용강정부화저부이경담탑,재니암협층처응력집중현상비교명현。도1정용강좌상각화우상각위치출현소성구,D1-2단정용강정부위치출현소성구,재 D1-1화 D1-2용강군적광주지간출현료비교대적응력집중。재저기고운행기간,응해제고저기고적최저운행압력병축단기재저압하적운행시간。
To analyze the stability of abandoned salt cavity,uniaxial and triaxial compression tests and creep test were conducted on the Pingdingshan salt rock and argillaceous anhydrite specimen to obtain the me-chanical characteristics.Numerical simulations were carried out on fracturing wells,unicom and single oil wells of Pingdingshan salt mine.Results show that the salt rock reflects the good ductility characteristics, and that the argillaceous anhydrite interlayer reflects brittle deformation characteristics.Cavern shape has a greater impact on the displacement,stress analysis and stability.Starting from the time of cavern being a-bandoned till its running for 10 years,the maximum displacement of D1 well cavern appears on the right at the top of cavity,the maximum displacement of D1-2 single-well cavern appears at waist location of the surrounding rock,and due to excessive displacement,the top and bottom of L3-3 fracturing wells collapse. Stress concentration phenomenon is more obvious in the interlayer.Plastic zone appears on the upper left and lower right corners of D1 well cavern,and plastic zone also appears at the top of D1-2 single-well cav-ern.The larger stress concentration appears in the pillars between D1-1 cavern and D1-2 cavern.During the operation of natural gas storage,the minimum operating pressure for gas storage should be raised,and the running time at low pressure should be shortened.