河南理工大学学报:自然科学版
河南理工大學學報:自然科學版
하남리공대학학보:자연과학판
JOURNAL OF HENAN POLYTECHNIC UNIVERSITY
2012年
4期
403-408
,共6页
岩石力学%岩石裂隙%法向蠕变%渗流试验
巖石力學%巖石裂隙%法嚮蠕變%滲流試驗
암석역학%암석렬극%법향연변%삼류시험
rock mechanics%rock fracture%normal creep deformation%seepage test
法向蠕变是岩石裂隙的重要力学性质之一.通过分析岩石裂隙法向蠕变机理、进行干燥及渗流情况下岩石裂隙法向蠕变试验,探讨了岩石裂隙的法向蠕变及渗流的影响.研究表明,对于粗糙岩石裂隙来说,瞬时有效应力总等于裂隙凸起的压缩强度,因而初始法向蠕变明显,而后随接触面增加,蠕变速率逐渐降低;渗流过程中,岩石裂隙法向蠕变更加明显,且初次加栽应力水平下岩石裂隙法向蠕变远大于后续加载应力水平;岩石裂隙法向蠕变不能决定岩石裂隙渗流能力的降低,水力冲蚀作用明显时,可能产生裂隙渗流能力随裂隙法向压缩而增大的情况;岩石裂隙的蠕变闭合与岩石裂隙面粗糙度有关,粗糙度越大,岩石裂隙蠕变闭合量越大.研究结果对岩石裂隙法向蠕变的数值模拟及工程实践有一定参考价值.
法嚮蠕變是巖石裂隙的重要力學性質之一.通過分析巖石裂隙法嚮蠕變機理、進行榦燥及滲流情況下巖石裂隙法嚮蠕變試驗,探討瞭巖石裂隙的法嚮蠕變及滲流的影響.研究錶明,對于粗糙巖石裂隙來說,瞬時有效應力總等于裂隙凸起的壓縮彊度,因而初始法嚮蠕變明顯,而後隨接觸麵增加,蠕變速率逐漸降低;滲流過程中,巖石裂隙法嚮蠕變更加明顯,且初次加栽應力水平下巖石裂隙法嚮蠕變遠大于後續加載應力水平;巖石裂隙法嚮蠕變不能決定巖石裂隙滲流能力的降低,水力遲蝕作用明顯時,可能產生裂隙滲流能力隨裂隙法嚮壓縮而增大的情況;巖石裂隙的蠕變閉閤與巖石裂隙麵粗糙度有關,粗糙度越大,巖石裂隙蠕變閉閤量越大.研究結果對巖石裂隙法嚮蠕變的數值模擬及工程實踐有一定參攷價值.
법향연변시암석렬극적중요역학성질지일.통과분석암석렬극법향연변궤리、진행간조급삼류정황하암석렬극법향연변시험,탐토료암석렬극적법향연변급삼류적영향.연구표명,대우조조암석렬극래설,순시유효응력총등우렬극철기적압축강도,인이초시법향연변명현,이후수접촉면증가,연변속솔축점강저;삼류과정중,암석렬극법향연변경가명현,차초차가재응력수평하암석렬극법향연변원대우후속가재응력수평;암석렬극법향연변불능결정암석렬극삼류능력적강저,수력충식작용명현시,가능산생렬극삼류능력수렬극법향압축이증대적정황;암석렬극적연변폐합여암석렬극면조조도유관,조조도월대,암석렬극연변폐합량월대.연구결과대암석렬극법향연변적수치모의급공정실천유일정삼고개치.
The normal creep deformation of rock fracture is one of the important rock mechanical properties. The paper discusses the normal creep characteristics of rock fracture and the influence of seepage to it by ana- lyzing the normal creep mechanism of rock fracture and by conducting normal creep tests for dry rock fracture and the rock fracture under seepage conditions respectively. The results show that the instantaneous effective stress is always equal to the compression strength of asperity of rough rock fracture, thus the initial normal creep deformation is obvious, and then creep rate reduce gradually with increment of contact area; normal creep deformation will become more obvious while water is flowing through the rock fracture. Moreover, that the normal creep amount of rock fracture under first loading stress is larger than those of following loading stresses. However, the increase of normal creep deformation of rock fracture can not determine its reduction of seepage capacity, and the seepage capacity of rock fracture can even increase with its normal creep closure when there is enough hydraulic flushing ability. The creep closure of rock fracture has a close relation with roughness of rock fracture surface, and the greater the roughness is, the greater the creep amount is. The results have a certain reference value for numerical simulation and engineering practice related to the normal creep deformation of rock fracture.