Transactions of Nonferrous Metals Society of China The Chinese Journal of Nonferrous Metals

您目前所在的位置:首頁(yè) - 期刊簡(jiǎn)介 - 詳細(xì)頁(yè)面

中國(guó)有色金屬學(xué)報(bào)

ZHONGGUO YOUSEJINSHU XUEBAO

第32卷    第4期    總第277期    2022年4月

[PDF全文下載]    [HTML全文閱讀]    

    

文章編號(hào):1004-0609(2022)-04-1187-12
深部循環(huán)荷載下花崗巖損傷變形與細(xì)觀結(jié)構(gòu)分析
胡建華,曾平平,楊東杰,徐曉

(中南大學(xué) 資源與安全工程學(xué)院,長(zhǎng)沙 410083)

摘 要: 通過(guò)對(duì)花崗巖進(jìn)行不同圍壓損傷控制的三軸等幅循環(huán)荷載試驗(yàn),采用核磁共振技術(shù),對(duì)巖石損傷變形和細(xì)觀結(jié)構(gòu)特征進(jìn)行了分析。結(jié)果表明:1) 當(dāng)圍壓從50 MPa增大到120 MPa時(shí),試樣累計(jì)塑性應(yīng)變和應(yīng)變損傷參數(shù)整體上呈增大趨勢(shì);2) 隨著循環(huán)次數(shù)增加,試樣軸向累計(jì)塑性應(yīng)變逐漸增大,徑向和體積累計(jì)塑性應(yīng)變呈階段增長(zhǎng)趨勢(shì),而塑性應(yīng)變?cè)隽砍氏燃眲∷p后趨于穩(wěn)定的階段現(xiàn)象;3) 在圍壓一定條件下,隨著循環(huán)次數(shù)增加,試樣軸向應(yīng)變損傷參數(shù)減小,體積應(yīng)變損傷參數(shù)增大,徑向應(yīng)變損傷參數(shù)先增大后減小;4) 循環(huán)加卸載后,試樣的T2譜曲線由三峰結(jié)構(gòu)變?yōu)殡p峰結(jié)構(gòu),其細(xì)觀結(jié)構(gòu)主要表現(xiàn)出大孔隙數(shù)量增多、孔徑增大以及整體孔隙度大幅升高的特征。

 

關(guān)鍵字: 花崗巖;循環(huán)荷載;圍壓;循環(huán)次數(shù);塑性應(yīng)變;損傷參數(shù)

Analysis of damage deformation and mesoscopic structure of granite under deep cyclic loading
HU Jian-hua, ZENG Ping-ping, YANG Dong-jie, XU Xiao

School of Resources and Safety Engineering, Central South University, Changsha 410083, China

Abstract:Through triaxial constant amplitude cyclic loading tests of granite under different confining pressures and nuclear magnetic resonance technology, the damage deformation and meso-structural characteristics of rock specimens were analyzed. The results show that: 1) When the confining pressure increases from 50 MPa to 120 MPa, the cumulative plastic strain and strain damage parameters of specimens increase as a whole; 2) With the increase of the number of cycles, the axial cumulative plastic strain of specimens increases gradually, while the radial and volumetric cumulative plastic strains increase in stages. The increment of plastic strain decreases sharply first and then tends to be stable; 3) Under a certain confining pressure, the axial strain damage parameters of specimens decrease, the volume strain damage parameters increase, and the radial strain damage parameters first increase and then decrease with the increase of the number of cycles; 4) After cyclic loading and unloading, the T2 spectrum distribution curves of specimens change from three-peak structure to two-peak structure, and the meso-structure mainly shows the characteristics of increasing the number of large pores, pore size and overall porosity.

 

Key words: granite; cyclic loading; confining pressure; number of cycles; plastic strain; damage parameter

ISSN 1004-0609
CN 43-1238/TG
CODEN: ZYJXFK

ISSN 1003-6326
CN 43-1239/TG
CODEN: TNMCEW

主管:中國(guó)科學(xué)技術(shù)協(xié)會(huì) 主辦:中國(guó)有色金屬學(xué)會(huì) 承辦:中南大學(xué)
湘ICP備09001153號(hào) 版權(quán)所有:《中國(guó)有色金屬學(xué)報(bào)》編輯部
------------------------------------------------------------------------------------------
地 址:湖南省長(zhǎng)沙市岳麓山中南大學(xué)內(nèi) 郵編:410083
電 話:0731-88876765,88877197,88830410   傳真:0731-88877197   電子郵箱:f_ysxb@163.com  
荥阳市| 白山市| 芮城县| 丘北县| 平远县| 哈巴河县| 勃利县| 讷河市| 达孜县| 久治县| 蓬莱市| 商水县| 名山县| 龙胜| 宁安市| 黑龙江省| 神农架林区| 霸州市| 河西区| 甘孜| 应用必备| 新竹市| 凤城市| 朔州市| 达日县| 茌平县| 吐鲁番市| 塘沽区| 永兴县| 宜丰县| 阿鲁科尔沁旗| 新蔡县| 吉木萨尔县| 会泽县| 云梦县| 仪征市| 隆林| 增城市| 海林市| 玉林市| 万载县|