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文章介绍了膨润土防潮助剂的制备原理及制备要点。对膨润土防潮淀粉粘合剂生产所需的各种原材料性能作用进行了分析。并详细介绍了一种工艺简便设备简单及经济效益好的膨润土防潮粘结剂的生产方法。 相似文献
83.
Clay soils, especially clay soils of high or very high swelling potential often present difficulties in construction operations. However, the engineering properties of these clay soils can be enhanced by the addition of cement, thereby producing an improved construction material. Higher strength loss of cement stabilized clay soils after soaking in water is attributed to water absorbing capacity of the clay fraction (e.g. montmorillonite). Kaolinite and illitic soils are largely inert and resist to water penetration. These clays generally develop satisfactory strengths resulting to low strength reduction [Croft, 1967]. The swelling clays such as bentonite soaked in water, due to environmental conditions, result to volume increase causing macro and micro-fracturing in engineering structures. These fractures accelerate water penetration and consequently cause greater strength loss [Sällfors and Öberg-Högsta, 2002]. The water intrusion during soaking creates swelling and disrupts the cement bonds. The development of internal and external force systems in soil mass, due to soaking conditions, establish the initiation of slaking. Internal force system of a stabilized clayey soil consists of the resultant stresses established by the bonding potential of a cementing agent and the swelling potential of a clay fraction. In an effort to study this influence of soaking conditions and final absorbed water content on the stabilization parameters (cement, compaction, curing time), both unconfined compressive strength and slaking (durability) tests were carried out on two different cement stabilized clayey mixtures consisted of active bentonite, kaolin and sand. 相似文献
84.
Peter Blümling 《Geotechnical and Geological Engineering》2005,23(6):843-858
Within the context of the phase IV (1994–1996) research and development activities at the Grimsel Test Site (GTS), Nagra developed, in collaboration with the Agence Nationale pour la Gestion des Déchets Radioactifs (Andra), an investigation project for the sealing of boreholes drilled from underground. The project had the following goals:
The new concept developed in this project was to use highly compacted bentonite pellets only. The two techniques tested were
Both techniques were tested in situ at the GTS to estimate their performance under realistic field conditions. The swelling pressures were monitored for 4 months after seal emplacement until an almost constant value was attained. Finally the hydraulic and mechanical performance of the seal was tested. It was found that the conductivities measured across the seal were equivalent to the matrix properties of the surrounding rock (2–5 × 10−12 m/s). The hydraulic testing also showed no linear preferential flow. 相似文献
| sealing of boreholes drilled from underground facilities with a length of up to 500 m, |
| sealing of boreholes with mainly irregular shape (e.g. breakouts of borehole wall), |
| ensuring a hydraulic conductivity of 10−11–10−12 m/s for the seal, |
| ensuring reliable quality control in routine production. |
(1) | pneumatic injection of pellets into a borehole using a grain size distribution of 4–10 mm, |
(2) | emplacement using a modified core barrel for transport and compaction of the pellets. |
85.
通过实验研究筛选出一种经济可行的用于修复Cr(Ⅵ)污染地下水的PRB反应介质。实验以Cr(Ⅵ)污染地下水为研究对象,选用MB、Fe0、粉煤灰和活性炭4种材料进行PRB介质筛选的静态实验,选取处理效果好且经济的MB作为PRB反应介质进行动态修复实验。结果表明:以MB作为PRB反应介质可以使Cr(Ⅵ)的质量浓度从0.50 mg/L降低到0.05 mg/L以下,达到地下水水质Ⅲ类标准;且MB具有吸附量大、固液分离容易、无解吸、无二次污染等优点。以MB作为PRB反应介质修复Cr(Ⅵ)污染的地下水是可行的。 相似文献
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膨润土的改性研究及其应用 总被引:1,自引:0,他引:1
研究了膨润土的改性方法及活化膨润土对模拟水样浊度、色度、苯酚和苯胺等的去除效果,初步探讨了改性机理。结果表明,活化膨润土较原土具有更高的离子交换能力和吸附能力,溴化十六烷基三甲铵(CTMAB) 改性膨润土综合效果最好,可使模拟水样脱色率达90%以上,苯胺去除率达80%以上,苯酚去除率达40%以上。为天然膨润土的改性及其在染化工业废水处理中的应用提供了有价值的参考依据。 相似文献
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对冷家溪群及其上覆板溪群斑脱岩中的锆石进行研究,测得冷家溪群小木平组斑脱岩SHRIMP锆石U-Pb年龄(822Ma±10Ma)和上覆板溪群张家湾组斑脱岩锆石U-Pb年龄(802.6Ma±7.6Ma),结合"江南造山带"东部变质基底双桥山群和西南地区四堡群、下江群的SHRIMP锆石U-Pb年龄,将冷家溪群与其相应的江南古陆变质地层明确定位于新元古界。该年龄对重新界定"武陵运动"的时限和进行同期地层的区域对比、构造演化研究都有重要意义。冷家溪群与双桥山群、梵净山群、四堡群、双溪坞群一样,均为低变质绿片岩系,构成了江南古陆地区的变质基底。多年来冷家溪群一直划归中元古界,并且视为"武陵运动"的主体,其时代的定位将影响整个江南古陆变质基底的地层划分和对比,也将制约江南造山带的地质背景和成矿条件解疑。上述锆石U-Pb年龄不仅标示了湘东地区新元古代地层的时代,也为江南古陆中部变质基底提供了新的、精确的年代学数据。 相似文献