太平煤礦疏降第四系底部含水層提高開采上限研究.rar
太平煤礦疏降第四系底部含水層提高開采上限研究,61頁摘要疏降第四系底部含水層提高開采上限是煤礦安全生產(chǎn)和最大限度的開采地下煤炭資源的有效方法之一。本文從水文地質(zhì)學(xué)、工程地質(zhì)學(xué)、開采沉陷學(xué)、勘察工程學(xué)、采礦工程學(xué)等多學(xué)科聯(lián)合交叉的角度,在太平煤礦鉆探、物探等各種勘探資料基礎(chǔ)上,分析上覆巖土體的工程地質(zhì)條件,建立工程地質(zhì)模型,并以8301工作面為研究對象,進(jìn)行工程地質(zhì)...
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內(nèi)容介紹
原文檔由會員 白癡學(xué)東西 發(fā)布
61頁
摘要
疏降第四系底部含水層提高開采上限是煤礦安全生產(chǎn)和最大限
度的開采地下煤炭資源的有效方法之一。本文從水文地質(zhì)學(xué)、工程地
質(zhì)學(xué)、開采沉陷學(xué)、勘察工程學(xué)、采礦工程學(xué)等多學(xué)科聯(lián)合交叉的角
度,在太平煤礦鉆探、物探等各種勘探資料基礎(chǔ)上,分析上覆巖土體
的工程地質(zhì)條件,建立工程地質(zhì)模型,并以8301工作面為研究對象,
進(jìn)行工程地質(zhì)力學(xué)模型實(shí)驗(yàn),對覆巖破壞規(guī)律和開采的安全程度進(jìn)行
了研究,綜合各種結(jié)果獲得了太平煤礦近風(fēng)化帶覆巖破壞的高度;在
水文地質(zhì)條件分析基礎(chǔ)上,參考國內(nèi)外疏降開采的成功實(shí)例,探討了
難疏放含水層的疏放技術(shù),并推求出不同土層在覆巖破壞帶不發(fā)生潰
砂的安全水頭高度。開采實(shí)踐和實(shí)測證明了研究結(jié)果的正確可靠。
關(guān)鍵詞:覆巖破壞工程地質(zhì)模型疏降開采開采上限
1緒論·········,···,·······,·······································,················4·····
1.1論文的研究意義及工程背景········································
1.2國內(nèi)外研究現(xiàn)狀及存在問題········································
1.3論文主要研究內(nèi)容·············································,··········
1.4論文研究方法及技術(shù)路線············································
2礦區(qū)地質(zhì)、水文地質(zhì)及開采條件······,···,···,················
2.1礦區(qū)地質(zhì)條件······,························································
2.2水文地質(zhì)結(jié)構(gòu)·········4·····················································
2.3礦井開拓與開采簡況········4···················,···,·······,············
3礦區(qū)工程地質(zhì)特征及工程地質(zhì)模型構(gòu)建·,,······,········
3.1上覆巖土層巖組劃分·····················································
3.2上覆巖土層物理力學(xué)性質(zhì)·············································
3.3工程地質(zhì)模型構(gòu)建····································,····················
4礦井水疏放工程······································,······、······一“”
4.1疏放水的現(xiàn)實(shí)意義···································,················,····
4.2井下疏放水技術(shù)···········4······························,··················
4.3疏降結(jié)果分析及底含疏放可能性評價·,························
5開采覆巖破壞高度研究·,···························,····················
5.1覆巖破壞研究方法概述·················································
5.28301工作面覆巖工程地質(zhì)類型與結(jié)構(gòu)······················
5.38301工作面開采的工程地質(zhì)力學(xué)模型實(shí)驗(yàn)··············
山東科技大學(xué)工程碩卜學(xué)位論文
5.4開采覆巖破壞高度與開采上限確定······,·····、···、·,·····、···、·
5.5覆巖破壞高度實(shí)測與驗(yàn)證···································,····,···,·
6第四系疏放水條件下覆巖裂隙帶水砂突涌分析·····
6.1水下開采潰砂的工程地質(zhì)機(jī)理·······················,···········,··
6.2水下開采安全水頭高度·····,············································
7結(jié)論··············································,·······································
致謝·,·······,·······,···········4··························,···,···························,·
參考文獻(xiàn)·,···,···,·······,·······,·······,···············,···,········4·、··‘、······、、····
摘要
疏降第四系底部含水層提高開采上限是煤礦安全生產(chǎn)和最大限
度的開采地下煤炭資源的有效方法之一。本文從水文地質(zhì)學(xué)、工程地
質(zhì)學(xué)、開采沉陷學(xué)、勘察工程學(xué)、采礦工程學(xué)等多學(xué)科聯(lián)合交叉的角
度,在太平煤礦鉆探、物探等各種勘探資料基礎(chǔ)上,分析上覆巖土體
的工程地質(zhì)條件,建立工程地質(zhì)模型,并以8301工作面為研究對象,
進(jìn)行工程地質(zhì)力學(xué)模型實(shí)驗(yàn),對覆巖破壞規(guī)律和開采的安全程度進(jìn)行
了研究,綜合各種結(jié)果獲得了太平煤礦近風(fēng)化帶覆巖破壞的高度;在
水文地質(zhì)條件分析基礎(chǔ)上,參考國內(nèi)外疏降開采的成功實(shí)例,探討了
難疏放含水層的疏放技術(shù),并推求出不同土層在覆巖破壞帶不發(fā)生潰
砂的安全水頭高度。開采實(shí)踐和實(shí)測證明了研究結(jié)果的正確可靠。
關(guān)鍵詞:覆巖破壞工程地質(zhì)模型疏降開采開采上限
1緒論·········,···,·······,·······································,················4·····
1.1論文的研究意義及工程背景········································
1.2國內(nèi)外研究現(xiàn)狀及存在問題········································
1.3論文主要研究內(nèi)容·············································,··········
1.4論文研究方法及技術(shù)路線············································
2礦區(qū)地質(zhì)、水文地質(zhì)及開采條件······,···,···,················
2.1礦區(qū)地質(zhì)條件······,························································
2.2水文地質(zhì)結(jié)構(gòu)·········4·····················································
2.3礦井開拓與開采簡況········4···················,···,·······,············
3礦區(qū)工程地質(zhì)特征及工程地質(zhì)模型構(gòu)建·,,······,········
3.1上覆巖土層巖組劃分·····················································
3.2上覆巖土層物理力學(xué)性質(zhì)·············································
3.3工程地質(zhì)模型構(gòu)建····································,····················
4礦井水疏放工程······································,······、······一“”
4.1疏放水的現(xiàn)實(shí)意義···································,················,····
4.2井下疏放水技術(shù)···········4······························,··················
4.3疏降結(jié)果分析及底含疏放可能性評價·,························
5開采覆巖破壞高度研究·,···························,····················
5.1覆巖破壞研究方法概述·················································
5.28301工作面覆巖工程地質(zhì)類型與結(jié)構(gòu)······················
5.38301工作面開采的工程地質(zhì)力學(xué)模型實(shí)驗(yàn)··············
山東科技大學(xué)工程碩卜學(xué)位論文
5.4開采覆巖破壞高度與開采上限確定······,·····、···、·,·····、···、·
5.5覆巖破壞高度實(shí)測與驗(yàn)證···································,····,···,·
6第四系疏放水條件下覆巖裂隙帶水砂突涌分析·····
6.1水下開采潰砂的工程地質(zhì)機(jī)理·······················,···········,··
6.2水下開采安全水頭高度·····,············································
7結(jié)論··············································,·······································
致謝·,·······,·······,···········4··························,···,···························,·
參考文獻(xiàn)·,···,···,·······,·······,·······,···············,···,········4·、··‘、······、、····
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