纸质出版:2009
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[1]秦本东,门玉明,谌伦建,何军.高温下石灰岩膨胀特性和力学特性的试验研究[J].防灾减灾工程学报,2009,29(06):702-708.
秦本东, 门玉明, 谌伦建, et al. Experimental Research on Swelling Properties of Limestone and Sandstone under High Temperature[J]. 2009, 29(6): 702-708.
利用自行研制的岩石高温装置和RMT-150C岩石力学试验机
对石灰岩试件在200700°C高温双向约束条件下的膨胀特性和力学特性进行了试验研究。结果表明:升温过程中
随着温度的升高
石灰岩试件两个约束方向的膨胀应力在600°C前逐渐增加
600°C或650°C以后出现减小现象;石灰岩垂直层理方向的热膨胀应力大于平行层理方向的热膨胀应力。恒温过程中
600°C以前的试件两方向膨胀应力曲线都随时间延长呈平稳上升
但曲线斜率远远小于升温过程;恒温一定时间后
膨胀应力趋于该温度的一个稳定值。700°C恒温结束后
石灰岩两方向的膨胀应力小于恒温前的值
说明到一定温度后石灰岩已膨胀到极限。在试验温度范围内
石灰岩峰值应力随温度升高而降低
700°C时
峰值强度值比常温下降低了58.92%
说明高温对岩石的强度会产生明显的弱化作用。石灰岩峰值应变随温度升高先增加后减少
500°C前峰值应变增加
之后逐渐减小。由于受约束条件限制
在过高温度后
石灰岩内部裂隙部分闭合
空隙数量减少
致使一定温度后其热膨胀应力和峰值应变可能减小
但具体原因有待进一步研究。
The swelling properties and mechanical properties of limestone was investigated under high temperature from 200 °C to 700 °C and bidirectional restraint with the device used to heating rock designed by ourselves and servo-control testing machine RMT-150C.The experimental results show that the two directions′ swelling stress of limestone increased with temperature rising before 600 °C
and decreased after 600 °C or 650 °C.The swelling stress perpendicular to bedding plane was bigger than that parallel to bedding plane.The curves of swelling stress and temperature ascended smoothly with time under constant temperature before 600 °C
but the slopes were much less than those during temperature rising.The swelling stress tended to be a steady value at last under constant temperature.When constant temperature ended
the swelling stress was smaller than those before constant temperature at 700 °C.It showed that the limestone had swelled to the limit value after a certain temperature.The peak-stress of limestone decreased gradually with temperature increasing and the peak-stress at 700 °C decreased 58.92% comparing to room temperature.It showed high temperature can weaken the strength of limestone evidently.The peak-strain increased before 500 °C firstly
and then reduced after 500 °C.The swelling stress and peak-strain may reduce after a certain temperature because the rock sample was restricted and some fissures closed and the number of cracks reduced under over-high temperature
but the detailed reason needs more researches to testify.
高温及双向约束下岩石膨胀应力测试装置的研制 [J]. 顿志林,晁俊奇,刘希亮,谌伦建,郑慧慧. 河南理工大学学报(自然科学版) . 2008(06)
砂岩与石灰岩热膨胀力试验研究 [J]. 谌伦建,赵洪宝,刘希亮,黄小广. 中国矿业大学学报 . 2008(05)
粗砂岩高温作用后力学效应的试验研究 [J]. 苏承东,郭文兵,李小双. 岩石力学与工程学报 . 2008(06)
基于Weibull分布的岩石损伤本构模型研究 [J]. 李树春,许江,李克钢,陶云奇,唐晓军. 湖南科技大学学报(自然科学版) . 2007(04)
岩石热断裂破坏特性研究 [J]. 谢卫红,高峰,李顺才. 北京科技大学学报 . 2007(09)
花岗岩样品高温后损伤的试验研究 [J]. 邱一平,林卓英. 岩土力学 . 2006(06)
岩石热开裂及其在工程学上的意义 [J]. 韩学辉,楚泽涵,张元中. 石油实验地质 . 2005(01)
高温作用对大理岩强度及变形特性影响的实验研究 [J]. 夏小和,王颖轶,黄醒春,沈为平. 上海交通大学学报 . 2004(06)
温度作用下的岩石热弹塑性本构方程的研究 [J]. 徐燕萍,刘泉声,许锡昌. 辽宁工程技术大学学报(自然科学版) . 2001(04)
节理岩体热应力问题的非连续变形分析方法 [J]. 王书法,朱维申,郑少河. 岩石力学与工程学报 . 2000(05)
Effects of confining pressure and temperature on mixed-mode (I–II) fracture toughness of a limestone rock [J] . N.A. Al-Shayea,K. Khan,S.N. Abduljauwad. International Journal of Rock Mechanics and Mining Sciences . 2000 (4)
A microstructural analysis of the compaction of claystone aggregates at high temperatures [J] . M.H.H. Hettema,D.V. Niepce,K.-H.A.A. Wolf. International Journal of Rock Mechanics and Mining Sciences . 1999 (1)
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