采矿与安全工程学报
採礦與安全工程學報
채광여안전공정학보
JOURNAL OF MINING AND SAFETY ENGINEERING
2015年
3期
420-425
,共6页
孔德中%杨胜利%张锦旺%徐文彬
孔德中%楊勝利%張錦旺%徐文彬
공덕중%양성리%장금왕%서문빈
浆液比重%煤样%单轴压缩试验%楔形剪切试验%注浆加固
漿液比重%煤樣%單軸壓縮試驗%楔形剪切試驗%註漿加固
장액비중%매양%단축압축시험%설형전절시험%주장가고
proportion of grout%coal sample%uniaxial compressive test%wedge shear test%coal wall reinforcement
煤壁注浆加固技术是防治煤壁片帮的有效措施,其关键环节在于注浆量的选择。针对注浆量选择这一难题,设计了“一种破碎煤体与注浆再次成型”的实验方案,采用岩石力学试验机对不同浆液比重下煤样试件进行单轴抗压与楔形剪切试验。研究结果表明:浆液的存在延续了煤样的变形,减少了煤样试件的脆性破坏;存在一个合适的浆液比重使得煤样的单轴抗压强度、残余强度达到最大,大于或小于此比重,含浆液煤样强度都未达到最大;浆液的存在增加了煤样的抗剪强度,表现在增加了煤样内聚力,而对摩擦角影响不大。研究结果为现场注浆量的选择提供了理论基础。
煤壁註漿加固技術是防治煤壁片幫的有效措施,其關鍵環節在于註漿量的選擇。針對註漿量選擇這一難題,設計瞭“一種破碎煤體與註漿再次成型”的實驗方案,採用巖石力學試驗機對不同漿液比重下煤樣試件進行單軸抗壓與楔形剪切試驗。研究結果錶明:漿液的存在延續瞭煤樣的變形,減少瞭煤樣試件的脆性破壞;存在一箇閤適的漿液比重使得煤樣的單軸抗壓彊度、殘餘彊度達到最大,大于或小于此比重,含漿液煤樣彊度都未達到最大;漿液的存在增加瞭煤樣的抗剪彊度,錶現在增加瞭煤樣內聚力,而對摩抆角影響不大。研究結果為現場註漿量的選擇提供瞭理論基礎。
매벽주장가고기술시방치매벽편방적유효조시,기관건배절재우주장량적선택。침대주장량선택저일난제,설계료“일충파쇄매체여주장재차성형”적실험방안,채용암석역학시험궤대불동장액비중하매양시건진행단축항압여설형전절시험。연구결과표명:장액적존재연속료매양적변형,감소료매양시건적취성파배;존재일개합괄적장액비중사득매양적단축항압강도、잔여강도체도최대,대우혹소우차비중,함장액매양강도도미체도최대;장액적존재증가료매양적항전강도,표현재증가료매양내취력,이대마찰각영향불대。연구결과위현장주장량적선택제공료이론기출。
The coal wall grouting reinforcement technique is an effective measure to prevent and con-trol rib spalling, and its key procedure is the selection of grouting quantity. To overcome the difficulty in choosing the reasonable grouting quantity, an experimental scheme“The fragmentized and broken coal molded again with mixed slurry”has been designed. The uniaxial compressive and the wedge shear test of coal sample with different proportion of grout has been performed by using the rock mechanics test-ing machine. The study has shown that:the coal shows much less brittle failure because the grout in it can continue the deformation of the coal sample;the uniaxial compressive strength and residual strength of the coal sample can reach the maximum amount with an appropriate proportion of grout;the shear strength of coal sample is increased because of the grout in it, which is shown as the phenomena that the cohesion of coal sample is increased ,while the influence of friction is little. It has been concluded that the research result can provide the theoretical foundation for the selection of grouting quantity.