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21.
22.
Modern digital conductivity meters are readily portable, robust, cheap, and give precisely reproducible values of specific electrical conductivity (SpC, in µS cm?1). Here we investigate the accuracy of their estimates of the amounts of gypsum dissolved in waters collected in gypsum karst terrains, expressed as total hardness (TH) in mg L?1 of CaSO4·2H2O (GYP). Total dissolved solid concentrations (TDS) are also considered. Curves obtained with the program PHREEQC, for the dissolution of pure gypsum in water at 25 C, are compared with 574 comprehensive water chemical analyses selected from gypsum karst studies in Europe and the Americas. Principal common and foreign ions encountered are the BNC group (bicarbonates, nitrates, chlorides). It is found that GYP = 1·12·SpC + 62 where BNC < 33% (Cl? < 5%), with one standard error <5% for waters with SpC > 2400 µS cm?1; GYP = 0·74·SpC + 777 where BNC < 33% (5% ≤ Cl? < 15%), with one standard error <10% for waters with SpC > 3100 µS cm?1; GYP = 0·97·SpC ? 209 where BNC < 33% and Cl? ≥ 15%, with one standard error <10% for samples with SpC > 4300 µS cm?1. There are similar results for the more complex waters found in gypsum karsts where much carbonate rock or salt is also present, to the limit of BNC < 50% for what may reasonably be defined as ‘gypsum waters’. Values of R2 for linear correlations of different subsets of the water samples range from 0·69 to 0·96, the majority being >0·8. Copyright © 2006 John Wiley & Sons, Ltd. 相似文献
23.
Estimation of Rock Cuttability from Shore Hardness and Compressive Strength Properties 总被引：6，自引：1，他引：6
Summary Shore hardness has been used to estimate some mechanical and physical properties of rocks for many years. This study differs
from previous studies in a way that it is directly oriented to rock cuttability. Two Shore hardness values (SH
1 andSH
2) and a coefficient of deformation value (K) have been measured for 30 different rock samples. In the first stage of the study, optimum specific energy values for 16
different rock samples obtained from full-scale cutting tests were correlated with the Shore hardness values of the same rock
samples changingSH
1 values from 9 to 66 andSH
2 values from 25 to 83, with deformation coefficient values changing from 26 to 195. In the second stage, the performance of
a roadheader used in the Kü?üksu (Istanbul) tunnel was recorded in detail and the instantaneous cutting rate of the machine
was determined. Then, the relationship between Shore hardness values, deformation coefficient and the instantaneous cutting
rate of the machine was determined for different formations encountered. It is concluded that there is a relationship between
Shore hardness values, optimum specific energy and compressive strength, which may be used to estimate the rock cuttability
and the instantaneous cutting rates of roadheaders within certain limits of reliability. 相似文献
24.
25.
The Schmidt hammer is employed by geomorphologists as a convenient field instrument for measuring the hardness of rock surfaces. Field trials indicate that the readings obtained are a function of not only the hardness of the surfaces but also their texture. Smooth planar surfaces give much higher readings than rough or irregular surfaces. This makes interpretation of the results particularly difficult when the hammer is used to measure the hardness of natural rock surfaces that have been roughened by weathering. 相似文献
26.
由酸雨对包气带土样的淋滤试验和浸泡试验资料表明，在岩－水相互作用的初期，硬度主要来自土中易溶盐的溶解和Ｈ￣＋、Ｎａ￣＋对上颗粒表面Ｃａ￣（２＋）、Ｍｇ￣（２＋）、Ｆｅ￣（２＋）等的交换；在后期，硬度主要来自土中碳酸盐、铝硅酸盐的风化水解。酸雨中的酸度与土壤溶液中的碱度的中和过程，即是水中硬度的形成过程；酸雨的ｐＨ值越低，在相同作用时间内形成的硬度值越高。是硬度组分自土中迁出的主要载体；岩水作用的时间越长，硬度值也越高。 相似文献
27.
极地冰层硬度特性对铠装电缆电动机械取心钻具反扭装置设计和使用具有重要意义。针对冰层特殊的物理性质,结合材料硬度测试原理,设计了一套可在模拟极地冰层低温条件下测量冰硬度特性的硬度试验台。该试验台由低温冷柜、硬度测试台和数据采集及控制系统3部分组成,其中,数据采集及控制系统隔离在常温环境中,降低了元器件对环境温度的要求。利用该试验台对硬度压头压入冰层的压力和深度进行数据检测,换算得到相应的硬度值。对设计的试验台进行初步实验表明,该试验台工作状态良好,数据准确,可满足对低温材料硬度特性的检测。 相似文献
28.
29.
In this paper we develop analytical solutions for scratch hardness–strength relations for cohesive‐frictional materials of the Mohr–Coulomb and Drucker–Prager type. Based on the lower bound yield design approach, closed‐form solutions are derived for frictionless scratch devices, and validated against computational upper bound and elastoplastic finite element solutions. The influence of friction at the blade–material interface is also investigated, for which a simple computational optimization is proposed. Illustrated for scratch tests on cement paste, we show that the proposed solutions provide a convenient way to determine estimates of cohesion and friction parameters from scratch data, and may serve as a benchmark to identify the relevance of strength models for scratch test analysis. Copyright © 2011 John Wiley & Sons, Ltd. 相似文献
30.