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软岩与水相互作用研究综述 被引量:17
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作者 张娜 王水兵 +2 位作者 赵方方 李家斌 孙冻炎 《水利水电技术》 CSCD 北大核心 2018年第7期1-7,共7页
软岩是一类松散、破碎、软弱及风化膨胀性的强度较低的岩石,在水环境作用下软岩易产生大变形失稳破坏。大多数岩土工程事故都涉及到软岩与水的相互作用,研究软岩与水相互作用对于分析某些由软岩失稳引起的工程事故具有重要的理论和现实... 软岩是一类松散、破碎、软弱及风化膨胀性的强度较低的岩石,在水环境作用下软岩易产生大变形失稳破坏。大多数岩土工程事故都涉及到软岩与水的相互作用,研究软岩与水相互作用对于分析某些由软岩失稳引起的工程事故具有重要的理论和现实意义。针对软岩与水相互作用这一问题,从软岩与水相互作用的分类、软岩吸水特性的影响因素及其软岩吸水失稳机理等方面,对国内外具有代表性的研究成果进行了梳理。结果表明:软岩与水相互作用可分为力学作用、物理作用和化学作用。在各种影响软岩吸水特性的因素中,主要因素是黏土矿物的含量和种类、孔隙结构,其他影响因素有水压变化、软岩的干湿循环次数、软岩的块体尺度(尺度效应)和吸水时间等。软岩吸水失稳的根本原因是吸水后黏土矿物微观结构发生变化,而是否含蒙脱石等吸水性极强的黏土矿物并非直接原因;后者只是对软岩吸水过程起到促进作用。 展开更多
关键词 软岩作用 岩相互作用 黏土矿物 微观结构 煤矿地下软岩巷道 高渗透 深部高应力软岩巷道支护 地下溶质运移
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莫高窟砂岩有压吸水特性及渗流作用试验研究 被引量:1
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作者 郝耐 王永亮 +2 位作者 张秀莲 秦新展 何满潮 《科学技术与工程》 北大核心 2018年第24期58-62,共5页
为研究液态水渗流作用对莫高窟围岩风化产生的影响,采用深部软岩水理作用智能测试系统进行莫高窟砂岩试样的有压吸水试验,并对砂岩有压吸水特性与无压吸水特性进行对比分析。试验结果表明,两种吸水模式下,试样吸水后最终达到的饱和吸水... 为研究液态水渗流作用对莫高窟围岩风化产生的影响,采用深部软岩水理作用智能测试系统进行莫高窟砂岩试样的有压吸水试验,并对砂岩有压吸水特性与无压吸水特性进行对比分析。试验结果表明,两种吸水模式下,试样吸水后最终达到的饱和吸水率相近,但有压吸水的平均吸水速率是无压吸水的11倍。相比于毛细作用,水分的渗流作用对于莫高窟围岩的风化作用更为显著。试验技术为评价莫高窟围岩风化程度提供了可行的手段。 展开更多
关键词 莫高窟砂岩 深部软岩作用智能测试系统 有压吸试验 渗流作用
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秦岭火地塘林区不同林分水源涵养效能的研究 被引量:13
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作者 党坤良 雷瑞德 《土壤侵蚀与水土保持学报》 CSCD 北大核心 1995年第1X期79-84,共6页
采用直接测定法对秦岭火地塘林区2种针叶林分和3种阔叶林分的水源涵养和理水效能进行了研究,结果表明:不同林分类型间水源涵养和理水效能具有明显差异,阔叶林比针叶林能显著地增加土壤水分收入,减少水分消耗;推迟径流时间,延长... 采用直接测定法对秦岭火地塘林区2种针叶林分和3种阔叶林分的水源涵养和理水效能进行了研究,结果表明:不同林分类型间水源涵养和理水效能具有明显差异,阔叶林比针叶林能显著地增加土壤水分收入,减少水分消耗;推迟径流时间,延长径流过程,削减洪峰流量;在降水较少时期增加河流水量,促使雨水均匀进入河流的作用更加突出,显示了较强的水源涵养和理水作用。 展开更多
关键词 源涵养 产流时间 土壤径流 蒸散量 土壤最大持 理水作用 针叶林 阔叶林
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Dynamic analysis of dam-reservoir-foundation interaction using finite difference technique 被引量:2
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作者 M.Abdollahi R.Attarnejad 《Journal of Central South University》 SCIE EI CAS 2012年第5期1399-1410,共12页
Time domain dynamic analysis of inclined dam-reservoir-foundation interaction was conducted using finite difference method (FDM). The Timoshenko beam theory and the Euler-Bemoulli beam theory were implemented to dra... Time domain dynamic analysis of inclined dam-reservoir-foundation interaction was conducted using finite difference method (FDM). The Timoshenko beam theory and the Euler-Bemoulli beam theory were implemented to draw out governing equation of beam. The interactions between the dam and the soil were modeled by using a translational spring and a rotational spring. A Sommerfeld's radiation condition at the infinity boundary of the fluid domain was adopted. The effects of the reservoir bottom absorption and surface waves on the dam-reservoir-foundation interaction due to the earthquake were studied. To avoid the instability of solution, a semi-implicit scheme was used for the discretization of the governing equation of dam and an explicit scheme was used for the discretization of the governing equation of fluid. The results show that as the slope of upstream dam increases, the hydrodynamic pressure on the dam is reduced. Moreover, when the Timoshenko beam theory is used, the system response increases. 展开更多
关键词 dam-reservoir-foundation interaction inclined dam explicit method semi-implicit method reservoir bottomabsorption free surface waves
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Sonolytic degradation of 2-chlorobiphenyl
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作者 张光明 华天星 常爱敏 《Journal of Central South University of Technology》 2004年第3期309-311,共3页
The sonolytic degradation of 2-chlorobiphenyl was investigated. Mass spectroscopy was used to detect the products of sonolytic degradation of 2-chlorobiphenyl. The results show that the products of sonolytic degradati... The sonolytic degradation of 2-chlorobiphenyl was investigated. Mass spectroscopy was used to detect the products of sonolytic degradation of 2-chlorobiphenyl. The results show that the products of sonolytic degradation, such as biphenyl, ethyl benzene, diethylbiphenyl, dibutylbiphenyl, phenol, propylphenol and di-tert-butyl phenol are produced by thermolysis and hydroxyl free radical reactions, in which biphenyl counts for almost 40%(mole fraction) of the mother compound and others are at trace level. Rapid accumulation of chloride ion shows quick dechlorination, and 78% organic chlorine is converted into chloride ion. Free radical scavengers, bicarbonate and carbonate, decrease the reaction rate of sonolytic degradation of 2-chlorobiphenyl significantly, and the pseudo 1st order rate constant of sonolytic degradation of 2-chlorobiphenyl decreases linearly with the natural logarithm of the concentration of the added free radical scavenger, showing that the pyrolysis and hydroxyl free radical reaction are the two major pathways for the sonolytic degradation of 2-chlorobiphenyl, in which the hydroxyl radical concentration is estimated to be 1×10-10 (mol/L.) 展开更多
关键词 sonolytic degradation 2-chlorobiphenyl PYROLYSIS hydroxyl free radical
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Coupling model for assessing anti-seepage behavior of curtain under dam foundation 被引量:1
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作者 彭鹏 单治钢 董育烦 《Journal of Central South University》 SCIE EI CAS 2012年第7期2016-2021,共6页
The seepage under a dam foundation is mainly controlled by the performance of the curtain.Its anti-seepage behavior may be weakened by the long term physic-chemical actions from groundwater.According to seepage hydrau... The seepage under a dam foundation is mainly controlled by the performance of the curtain.Its anti-seepage behavior may be weakened by the long term physic-chemical actions from groundwater.According to seepage hydraulics and geochemistry theory,a coupling model for assessing the behavior of the curtain under a dam foundation is set up,which consists of seepage module,solute transport module,geochemistry module and curtain erosion module,solved by FEM.A case study was carried out.The result shows that the curtain efficiency is weakened all the time.Aqueous calcium from the curtain is always in dissolution during the stress period for simulation,which leads to the increasing amount in groundwater reaching 846.35-865.312 g/m3.Within the domain,reaction extent differs in different parts of the curtain.The dissolution of Ca(OH)2 accounts to 877.884 g/m3 near the bottom and is much higher than that of the other parts.The erosion is much more serious near the bottom of the curtain than the other parts,which is the same to the upstream and downstream.Calcium dissolution is mainly controlled by hydraulic condition and dispersion,and it varies in a non-linear way within the domain. 展开更多
关键词 CURTAIN dam foundation SEEPAGE calcium ion leaching coupling model
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Influence of wave and current on deep-sea mining transporting system 被引量:3
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作者 XU Hai-liang ZHOU Gang +1 位作者 WU Bo WU Wan-rong 《Journal of Central South University》 SCIE EI CAS 2012年第1期144-149,共6页
As a solution to the breaking of pipeline under high axial force,carbon fiber composite pipe with low density and high intensity is applied to deep-sea mining transporting system.Based on the fact that the transportin... As a solution to the breaking of pipeline under high axial force,carbon fiber composite pipe with low density and high intensity is applied to deep-sea mining transporting system.Based on the fact that the transporting pipe is under the forces of gravity,inner liquid,buoyancy as well as hydrodynamic force,geometric nonlinear finite element theory has been applied to analyzing the transporting system.Conclusions can be drawn as follows.Under the interaction of waves and currents,node forces FX and FZ acted by the transporting pipe on the mining vehicle are less than 2 kN,which indicates that waves and currents have little influence on the spatial shape of the transporting pipe and the mining vehicle movement.On the other hand,the horizontal force acting on the mining ship could be as large as 106 830 N,which has great influence on the mining system. 展开更多
关键词 carbon fiber composite pipe waves and ocean currents finite element mineral transporting system mechanical analysis
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