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
2014年
1期
105-111
,共7页
翟松韬%吴刚%张渊%吴雪萍
翟鬆韜%吳剛%張淵%吳雪萍
적송도%오강%장연%오설평
岩石力学%高温%盐岩%单轴压缩%力学特性
巖石力學%高溫%鹽巖%單軸壓縮%力學特性
암석역학%고온%염암%단축압축%역학특성
rock mechanics%high temperature%salt rock%uniaxial compression%mechanical characteristics
对不同温度下(20℃~700℃)及高温后(100℃后,200℃后)喜马拉雅山盐岩进行单轴压缩破坏试验,获得其受高温作用的力学特征和破坏形态,探讨峰值应力、峰值应变和弹性模量的变化规律,并重点分析高温下其应力-应变曲线的特殊性。研究结果如下:当温度低于120℃时,盐岩的抗压强度和弹性模量随温度的升高而降低,120℃~200℃时,随温度的升高而增加;在较高温度下(500℃及以上),盐岩的内部结构发生突变,峰值应力大大降低;盐岩的应力-应变曲线在不同温度区间有较大差异,170℃是其发生突变的阈值;当温度为170℃~400℃时,盐岩呈现出明显的应变硬化特性;喜马拉雅山盐岩所能承受的极限温度不超过700℃;与同等高温下相比,经历100℃和200℃高温后的盐岩,其承载能力降低,变形及弹性模量较小,其内部出现较多裂纹,整体性较差。
對不同溫度下(20℃~700℃)及高溫後(100℃後,200℃後)喜馬拉雅山鹽巖進行單軸壓縮破壞試驗,穫得其受高溫作用的力學特徵和破壞形態,探討峰值應力、峰值應變和彈性模量的變化規律,併重點分析高溫下其應力-應變麯線的特殊性。研究結果如下:噹溫度低于120℃時,鹽巖的抗壓彊度和彈性模量隨溫度的升高而降低,120℃~200℃時,隨溫度的升高而增加;在較高溫度下(500℃及以上),鹽巖的內部結構髮生突變,峰值應力大大降低;鹽巖的應力-應變麯線在不同溫度區間有較大差異,170℃是其髮生突變的閾值;噹溫度為170℃~400℃時,鹽巖呈現齣明顯的應變硬化特性;喜馬拉雅山鹽巖所能承受的極限溫度不超過700℃;與同等高溫下相比,經歷100℃和200℃高溫後的鹽巖,其承載能力降低,變形及彈性模量較小,其內部齣現較多裂紋,整體性較差。
대불동온도하(20℃~700℃)급고온후(100℃후,200℃후)희마랍아산염암진행단축압축파배시험,획득기수고온작용적역학특정화파배형태,탐토봉치응력、봉치응변화탄성모량적변화규률,병중점분석고온하기응력-응변곡선적특수성。연구결과여하:당온도저우120℃시,염암적항압강도화탄성모량수온도적승고이강저,120℃~200℃시,수온도적승고이증가;재교고온도하(500℃급이상),염암적내부결구발생돌변,봉치응력대대강저;염암적응력-응변곡선재불동온도구간유교대차이,170℃시기발생돌변적역치;당온도위170℃~400℃시,염암정현출명현적응변경화특성;희마랍아산염암소능승수적겁한온도불초과700℃;여동등고온하상비,경력100℃화200℃고온후적염암,기승재능력강저,변형급탄성모량교소,기내부출현교다렬문,정체성교차。
The uniaxial compression tests for Himalayas salt rock under different temperatures(20 ℃-700 ℃) and after high temperatures(after 100 ℃ and 200 ℃) were conducted to study mechanical characteristics and failure models. The variations of peak stress,peak strain and elastic modulus were analyzed,and especially focusing on the characteristics of stress-strain curves under high temperature. The research results show that,when the temperature is below 120 ℃,the compression strength and elastic modulus of salt rock decrease with temperature increasing,but increase when the temperature changes from 120 ℃ to 200 ℃. Under higher temperatures such as 500 ℃ or above,the internal structure of salt rock changes and the peak stress greatly reduces. The stress-strain curves of salt rock are quite different in different temperature ranges and 170 ℃ is a threshold temperature. When the temperature is 170 ℃-400 ℃,brittle characteristics no longer appears and salt rock shows significant strain hardening with increasing temperature. The limit temperature that Himalayas salt rock can withstand does not exceed 700 ℃. The carrying capacity of samples after high temperature of 100 ℃ and 200 ℃ is relative lower.Simultaneously,its deformation and elastic modulus are lower. There are more cracks and the integrity is inferior.