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1.
刘允芳  韩晓玉  刘元坤 《岩土力学》2006,27(Z1):1205-1210
由于水压致裂法地应力测量的突出优点已在国内外得到广泛应用,但以往只能测量钻孔横截面上的二维应力状态。近期兴起的水压致裂法三维地应力测量,已在多个工程中得到应用。深圳抽水蓄能电站采用了3个不同方向钻孔测量法和单钻孔测量法进行了三维地应力测量,得到了很好的测量成果。其中单钻孔三维地应力测量,在近水平向和铅垂向两个钻孔中应用。三维地应力测量成果不仅得到了相应钻孔横截面上和原生裂隙面上二维应力实测值的检验,而且得到了同一位置两种不同三维地应力测量方法的相互印证,和同一个钻孔(铅垂向)中套芯应力解除法三维地应力实测值的印证。两种水压致裂法三维地应力测量成果(单钻孔测量法包含了非铅垂向和铅垂向钻孔的两种测量法)非常一致,能够代表该测量区的地应力状态。  相似文献   

2.
总有机碳含量(TOC)是页岩油气"甜点"预测、资源评价的重要评价标准之一.以加西Duvernay页岩为例,采用物质平衡的方法恢复原始TOC,从页岩储层和天然气赋存状态等方面分析现今TOC作为评价标准存在的问题.结果表明,Duvernay页岩原始与现今TOC的比值介于1.69~1.02,且热演化程度越高,原始和现今TOC的差异越大.因此,现今(残余)TOC较低并不意味着原始有机碳含量低.Duvernay页岩现今(残余)TOC与有机孔隙的发育不存在直接成因联系,现今(残余)TOC不是表征页岩储层储集能力的最佳选择.与现今TOC相比,兰格缪尔体积与原始TOC相关性更好,即,采用原始TOC评价页岩吸附能力更合理.因此,认为采用原始TOC代替现今(残存)TOC作为页岩油气资源评价和有利区优选的标准更具有理论意义和实践价值.   相似文献   

3.
隧洞工程弹性参数反演的可辨识性及量测优化布置探讨   总被引:1,自引:1,他引:0  
余远国  沈成武 《岩土力学》2010,31(11):3604-3612
探讨依据完备的量测信息开展弹性参数反演的可辨识性及量测的优化布置,对于指导岩土工程反演实践具有重要的实用价值。利用平面弹性复变函数方法和一般弹性理论,推导出任意形状隧洞的位移、应力解析表达式,基于隧洞围岩位移、应力的解析解,依据参数可辨识条件和量测优化布置的最灵敏原则,探讨了地下隧洞工程弹性反演参数的可辨识性及测点优化布置,并通过算例进行了验证。研究表明,依据完备的量测信息开展弹性反分析,只要测点布置方式适当、反演参数满足相应的限定条件,可同时惟一辨识出5个参数P、Q、M、E、μ。参数反演的可辨识性受隧洞形状复杂性的影响,随着隧洞复杂性的提高,参数可同时惟一辨识需满足的限制条件大为减少,对测点布置方式的要求也会降低。工程实践中,为避免量测数据的少量误差导致反演计算结果的大幅度波动,测点(线)应根据最灵敏原则优化选择各反演参数的灵敏系数最大的测点(线)组合进行量测布置。  相似文献   

4.
李嵩 《地质通报》2017,36(8):1467-1475
结合区域地质背景,从实测岩矿波谱出发;对实测波谱进行预处理,建立实测波谱库;以岩矿波谱特征理论为指导,以实测样本波谱特征为参照,分析不同矿物波谱具有的特征谱与诊断谱,通过野外岩石样品岩矿鉴定,利用多元线性拟合的方法,从实测波谱中反演氧化物含量,其结果可靠。采用克里金插值法对研究区氧化物进行插值,利用分形理论提取各氧化物异常;采用异常叠加法得到研究区异常集中区。结合化探异常及地质背景,提取了研究区31个找矿远景区。  相似文献   

5.
Previous model based on free-water properties to interpret the measured diffusion coefficient in compacted bentonite-based materials is demonstrated to be inadequate. A model considering ionic diffusion in clay surface (bound) and interstitial (free) water is presented to interpret the measured diffusion coefficients and to explain the possible reasons for the discrepancies in the data. The measured diffusion coefficient is determined by the predominant diffusion pathway, which depends on the charge of diffusing species, soil fabric, diffusion time and by the starting concentration condition of the method used.  相似文献   

6.
王媛  刘杰 《岩土力学》2009,30(2):311-317
基于求解稳定渗流场与弹性位移场耦合问题的全耦合分析方法,应用提出的混合遗传算法作为优化算法,同时利用水头、位移等多类型量测资料,提出了裂隙岩体渗流与应力静态全耦合的参数反演方法。在目标函数建立中考虑了实测水头对渗流参数的敏感性,在待反演力学未知参数的选取中,依据提出的相对灵敏度概念,考虑了实测位移对力学参数的敏感性。针对某裂隙岸坡算例,研究了水库蓄水过程中位移场对力学参数敏感性,据此实现位移测点的优化布置,并以渗流场与位移场全耦合正分析计算结果作为假想实测值,进行该岩坡的全耦合参数反演分析,从而验证了所提出理论与研制程序的正确性和可行性。  相似文献   

7.
采用滤纸法和压力板法测定不同含盐量盐渍土的土-水特征曲线(SWCC),探讨土中含盐量对盐渍土土-水特征曲线的影响。试验结果表明,粉土中含盐量对基质吸力土-水特征曲线的影响不大。采用滤纸法测得的总吸力与基质吸力之间的差值随着土中盐溶液浓度的增加而增加,且该差值要大于相同浓度纯盐溶液的渗透吸力,其原因是由于土颗粒表面对溶液吸附作用引起的,用滤纸法测得的基质吸力土-水特征曲线处于脱湿曲线和吸湿曲线之间。采用蒸汽平衡法测定Whatman 42号滤纸在高吸力阶段的总吸力的率定曲线,使得高吸力时用滤纸法测定吸力更为精确。  相似文献   

8.
The formal stereological transformation equation for particle sieve size distribution from measurements in lower dimensional spaces is applied to laser diffractometer measurements. The transformation function for iron ore particles is measured experimentally, and modeled. The solution is tested against the measured transformation function data as well as synthetic composite distributions of the original sample. The natural size distribution of a sample taken from a grinding circuit stream was measured by a combination of standard sieving and cyclosizer, and the result is compared to the transformed size distribution calculated from laser diffractometer measurements. The stereological transformation technique performed well in all cases.  相似文献   

9.
孔宪京  周扬  邹德高  徐斌 《岩土力学》2012,33(7):2110-2116
对国家强震动台网中心紫坪铺面板堆石坝区域台站实测主震记录以及大坝台网实测余震记录进行分析,研究主震与强余震地震动的基本特征。分别选取茂县地办、郫县走石山、成都中和这3组基岩台站实测主震地震动,紫坪铺台站2008年11月6日实测余震地震动以及按水工抗震规范人工生成地震动作为数值计算的地震动输入,对紫坪铺大坝进行三维动力有限元分析,并与实测结果进行对比。研究表明,郫县走石山与成都中和2个远场台站位于断层下盘,其实测地震动的加速度反应谱长周期(0.65 s以后)分量过于丰富,不宜作为断裂带附近紫坪铺大坝的地震动输入;紫坪铺大坝台站实测的余震地震动1 Hz附近(大坝基频)的频率成分相对较少,且持续时间较短,以至于难以激发大坝响应;对比坝顶实测地震动加速度反应谱和数值计算反应谱,建议汶川地震中紫坪铺大坝动力计算时可采用茂县地办台站实测地震动或按抗震设计规范反应谱人工生成地震动。  相似文献   

10.
This paper presents a review on the effect of rubber membranes on the measured stress and volume change data during the triaxial tests. In many instants, the error associated due to membrane penetration is measured to be close to the total sample volumetric strains. Hence, in addition to precise measurements, adopting an appropriate correction to the measured data is pivotal. This paper provides a detailed review on the methods used to estimate and reduce the influence of rubber membrane on the measured triaxial test results. The discussion therefore clearly highlights the stiffness, thickness, and diameter of the membrane used, to have significant influence on the measured deviatoric stress and the volume change data. The mean grain size of sample has an equally significant influence on the volume change. The methods in general are limited to test conditions, and therefore, it is practically uncertain to have a generalized correction procedure. Effectively, the outcome from this review work enhances the understanding of the reader towards the effect, methods, and corrections to be considered in triaxial testing due to rubber membrane and membrane penetration effects.  相似文献   

11.
路堤荷载下刚-柔性桩复合地基应力特性研究   总被引:1,自引:0,他引:1  
介绍了温州瓯海大道桥头路堤采用低强度砼桩和水泥搅拌桩组合复合地基处理桥头跳车问题。通过在路堤下埋设钢弦式压力盒,获得了路堤下低强度砼桩、水泥搅拌桩以及土的应力比数值随时间的变化规律,并分析了三者荷载分担比随时间的变化特性。现场测试结果还表明,路堤荷载下桩土应力比要比刚性承压板下小得多,其研究成果可为路堤下刚-柔性桩复合地基设计提供有益参考。   相似文献   

12.
牛庚  孙德安  韦昌富  颜荣涛 《岩土力学》2018,39(4):1337-1345
采用压力板法、滤纸法和饱和盐溶液蒸气平衡法,分别对取自广西岑溪滑坡现场的全风化泥岩原状样进行了持水特性试验,得到全吸力范围内的持水曲线;用压汞试验测试经受不同吸力原状样的孔径分布,并用此分布曲线推算持水曲线。试验结果表明:全风化泥岩原状样的进气值为110 kPa,用3种方法可测得全风化泥岩的全吸力范围内的持水曲线。全风化泥岩原状样的孔隙大小分布可认为单峰结构,其孔隙的孔径主要分布在10~1 000 nm,但也有孔径在50~300 ?m范围内的小部分孔隙存在,主要因为原状样中存在少量的原生裂隙。利用3个经受过不同吸力土样的孔径分布分别推算其持水曲线,3条曲线组合与实测值比较表明,用一次压汞试验结果(孔径大小分布曲线)预测全吸力范围内的持水曲线精度较低,而选取各自吸力范围段的预测曲线组合而成全吸力范围持水曲线,与试验数据更为接近。  相似文献   

13.
The analysis of measured stress waves for the prediction of static pile capacity is described. The usual method of using the measured velocity record as the input boundary condition in a wave equation analysis with a finite element model, if not properly implemented, can lead to significant numerical errors. An alternative scheme using an accurate prescribed displacement procedure with the measured displacement record (obtained from the integration of the velocity) is proposed, and is shown to be very efficient. These aspects of the numerical modelling procedure are illustrated by a case study.  相似文献   

14.
The solubility of quartz in 2, 3, and 4 molal NaCl was measured at 350°C and pressures ranging from 180 to 500 bars. The molal solubility in each of the salt solutions is greater than that in pure water throughout the measured pressure range, with the ratio of solubility in NaCl solution to solubility in pure water decreasing as pressure is increased. The measured solubilities are significantly higher than solubilities calculated using a simple model in which the water activity in NaCl solutions decreases either in proportion to decreasing vapor pressure of the solution as salinity is increased or in proportion to decreasing mole fraction of water in the solvent.  相似文献   

15.
寒区土壤温度场观测多采用垂直埋管方式,常用管材有铁管、PVC管、PPR管、PE管等,在实践中发现同一地点不同材质测管所测温度场存在较大差异.为研究几种常用测温管材测试值的差异性,2014年11月3日至2015年4月29日对四种材质垂直埋管与土壤直埋传感器的测温方式进行了现场比对试验.结果表明:(1)不同材质垂直埋管因其物理性质的差异,在测温过程中对温度场有不同程度的影响,PVC管和PPR管的测温值分别偏高于相应土层温度约0.8℃和0.3℃,而铁管和PE管则分别偏低于相应土层温度约0.4℃和0.6℃.(2)管材中温度场数据与土壤温度场数据相关性由高到低排序为:铁管 > PPR管 > PVC管 > PE管.(3)通过最小二乘法,求得铁管-土壤各层埋深温度场的转换系数,并得到铁管-土壤温度场拟合方程,经证实相关性显著.  相似文献   

16.
Information on subsidence in a water area caused by mining has a great value on the research of the mining subsidence law of a mining area with a high groundwater level in Eastern China. Based on the measured data of the subsidence area without water, the data extraction of subsidence in a water area is studied in this paper, with a support vector machine, as subsidence in such an area is difficult to measure. Research shows that the training sample number and dimension should be strengthened by increasing the measuring times or using the interpolation method to obtain ideal prediction accuracy. The ε-Support Vector Regression model with three parameters optimized by the genetic algorithm or the particle swarm optimization algorithm is suitable to extract subsidence information in a water area caused by mining, and the algorithm is accomplished on Matlab. Data analysis showed that when the water is deeper than 1.8 m and the distance is over 60 m from the measured points, the prediction error of test samples will exceed 10 % out of all measured results, meaning that practicability is relatively poor; while water depth is <0.8 m or the distance is lower than 60 m from the measured points, the prediction error of test samples will be calculated to <5 % of the measured results, the prediction results can be used.  相似文献   

17.
采用最新研制的岩体应力、应变匹配传感器对西安立井煤柱开采引起的井筒附加应力特别是对井筒穿过断层附近产生的附加应力进行了较系统的观测,并对观测结果进行了分析和总结。  相似文献   

18.
基于双曲线法的分级填筑路堤沉降预测   总被引:27,自引:3,他引:24  
杨涛  李国维  杨伟清 《岩土力学》2004,25(10):1551-1554
在软土地基上修筑路堤多采用分级施工的方法。基于传统双曲线沉降预测法基础上,提出一种软土地基上路堤分级施工情况下沉降预测的新模型,该模型考虑了土体变形的非线性特性和固结性质随荷载的变化,将沉降拟合方程中的待定参数在2个不同荷载级中分别确定。利用有较长预压期的前一级实测沉降,确定与土的固结性质有关的参数,待预测沉降荷载级的最终沉降量由该级较短预压期内实测沉降确定。通过工程实例验证了所建议模型的适用性。  相似文献   

19.
Coal and gas outbursts took place about thirty times at one coal mine in China, which not only caused safety problems but also hindered the regular production in different degree. In-situ geo-stresses of two points are successfully measured near coal and gas outburst locations, and the measured maximum principal stress is approximately at the horizontal direction, while the minimum principal stress is at the vertical direction. A three-dimensional model is built with FEM software of ANSYS, the measured geo-stress are taken as boundary pressures to be applied on the FEM model, and the geo-stress fields in the coal seam are calculated. In the end, the qualitative influence of the maximum principal geo-stress on coal and gas outburst is analyzed based on the relationship between geo-stress and number of coal and gas outburst.  相似文献   

20.
蔡德  胡九根 《矿产与地质》2004,18(6):615-616
利用数学模型推导出了原子发射光谱标准加入法的测量误差公式,证明在第一次加入的被测元素标准含量等于待测试样中被测元素含量时这种误差最小。  相似文献   

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