岩石力学与工程学报
巖石力學與工程學報
암석역학여공정학보
CHINESE JOURNAL OF ROCK MECHANICS AND ENGINEERING
2010年
4期
689-696
,共8页
冯子军%万志军%赵阳升%李根威%张源%王冲%朱南京
馮子軍%萬誌軍%趙暘升%李根威%張源%王遲%硃南京
풍자군%만지군%조양승%리근위%장원%왕충%주남경
采矿工程%高温高压%无烟煤%气煤%渗透率
採礦工程%高溫高壓%無煙煤%氣煤%滲透率
채광공정%고온고압%무연매%기매%삼투솔
mining engineering%high temperature and high pressure%anthracite%gas coal%permeability
利用自主研制的600 ℃ 20 MN伺服控制高温高压岩体三轴试验机系统,分别研究大尺寸((200 mm×400 mm)晋城无烟煤和兴隆庄气煤试样在恒定500 m原岩应力(侧压系数1.2)条件下不同温度时渗透特性的演化规律.结果表明:(1) 在室温~300 ℃中低温段,煤体渗透率随温度的变化存在一个阈值温度.当温度达到阈值温度时,渗透率降至最低值.(2) 在300 ℃~600 ℃高温段,煤体渗透率随温度的变化存在一个峰值温度,峰值温度处渗透率为该温度段内的最大值.(3) 煤体渗透率随温度的变化呈现阶段性:室温至阈值温度为第一阶段,渗透率随温度的增加而降低;阈值温度至峰值温度为第二阶段,渗透率随温度的升高而增加;高于峰值温度后,渗透率随温度的增加而降低.(4) 渗透率随温度变化的阈值温度和峰值温度与煤阶有关.无烟煤渗透率的阈值温度是150 ℃~200 ℃,峰值温度为450 ℃~500 ℃,而气煤渗透率的阈值温度为200 ℃~250 ℃.
利用自主研製的600 ℃ 20 MN伺服控製高溫高壓巖體三軸試驗機繫統,分彆研究大呎吋((200 mm×400 mm)晉城無煙煤和興隆莊氣煤試樣在恆定500 m原巖應力(側壓繫數1.2)條件下不同溫度時滲透特性的縯化規律.結果錶明:(1) 在室溫~300 ℃中低溫段,煤體滲透率隨溫度的變化存在一箇閾值溫度.噹溫度達到閾值溫度時,滲透率降至最低值.(2) 在300 ℃~600 ℃高溫段,煤體滲透率隨溫度的變化存在一箇峰值溫度,峰值溫度處滲透率為該溫度段內的最大值.(3) 煤體滲透率隨溫度的變化呈現階段性:室溫至閾值溫度為第一階段,滲透率隨溫度的增加而降低;閾值溫度至峰值溫度為第二階段,滲透率隨溫度的升高而增加;高于峰值溫度後,滲透率隨溫度的增加而降低.(4) 滲透率隨溫度變化的閾值溫度和峰值溫度與煤階有關.無煙煤滲透率的閾值溫度是150 ℃~200 ℃,峰值溫度為450 ℃~500 ℃,而氣煤滲透率的閾值溫度為200 ℃~250 ℃.
이용자주연제적600 ℃ 20 MN사복공제고온고압암체삼축시험궤계통,분별연구대척촌((200 mm×400 mm)진성무연매화흥륭장기매시양재항정500 m원암응력(측압계수1.2)조건하불동온도시삼투특성적연화규률.결과표명:(1) 재실온~300 ℃중저온단,매체삼투솔수온도적변화존재일개역치온도.당온도체도역치온도시,삼투솔강지최저치.(2) 재300 ℃~600 ℃고온단,매체삼투솔수온도적변화존재일개봉치온도,봉치온도처삼투솔위해온도단내적최대치.(3) 매체삼투솔수온도적변화정현계단성:실온지역치온도위제일계단,삼투솔수온도적증가이강저;역치온도지봉치온도위제이계단,삼투솔수온도적승고이증가;고우봉치온도후,삼투솔수온도적증가이강저.(4) 삼투솔수온도변화적역치온도화봉치온도여매계유관.무연매삼투솔적역치온도시150 ℃~200 ℃,봉치온도위450 ℃~500 ℃,이기매삼투솔적역치온도위200 ℃~250 ℃.
Utilizing the 600 ℃ 20 MN servo-controlled rock triaxial testing machine with high temperature and high pressure developed by the authors,the research of permeability of anthracite from Jincheng and gas coal from Xinglongzhuang coal mine with 400 mm long and 200 mm in diameter is carried out under in-situ stress with depth of 500 m and different temperatures,considering coefficient of horizontal pressure 1.2. The research results indicate that:(1) A critical temperature is found when the permeability of samples experienced changes with temperature from room temperature(RT) to 300 ℃,evidencing that the permeability of coal samples reaches the minimum value at this temperature stage. (2) A peak temperature is also found from 300 ℃ to 600 ℃,and the permeability at this temperature point reaches the maximum value at temperature over 300 ℃. (3) The process of coal samples( permeability changing can be divided into three stages by the critical temperature and peak temperature from RT to 600 ℃. The permeability decreased from RT to the critical temperature;it increases between the critical temperature and the peak temperature;above the peak temperature,it decreases as well. (4) The critical temperature and the peak temperature of permeability are related with coal rank. The critical temperature of anthracite is from 150 ℃ to 200 ℃ and the peak temperature is between 450 ℃ and 500 ℃;the range from 200 ℃ to 250 ℃ is the critical temperature of gas coal and the peak temperature does not emerge with the experimental temperature changing from RT to 400 ℃.