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61.
I. A. Mednikov Yu. A. Molchanov L. V. Gorodetskii 《Soil Mechanics and Foundation Engineering》1974,11(5):306-310
Conclusions 1. For anlaysis of circular (polygona) slabs which can be included in the category of absolutely rigid slabs, a practical approximate method of analysis has been developed and experimentally verified which permits determining the bending moments under centrally and eccentrically applied loads acting over a small circular area, as well as at any other points in the slab beyond the limits of the loaded area.2. Monolithic bonding of hexagonal road slabs up to 3–4 m2 in area designed for the N-30 load results in increased design bending moments and, consequently, in thicker pavements. For these slabs it is expedient to use nonrigid joints, which do not transmit bending or torsional moments; however, these slabs must be placed on stabilized beds and their joints must be filled with waterproofing mastic.Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 5, pp. 19–22, September–October, 1974. 相似文献
62.
This paper presents the development of a comfort index that measures adaptivity in outdoor spaces. Over a 9-month period 649 people were surveyed in three locations, in temperatures between 10 and 28 °C. An exploratory factor analysis develops a 15-item scale of comfort that includes measures of adaptivity: clothing, exposure time and seating location. The scale is regressed on physical measures: average instantaneous wind speed; maximum wind speed; mean-exposed radiant temperature; mean-shaded radiant temperature and ambient temperature. The results model the relative contributions of the microclimatic factors for the comfort in the outdoor space. Analyses suggest gustiness and wind speed are most important in determining user satisfaction. There is strong support for the theory that people actively adapt to microclimatic conditions. 相似文献
63.
64.
ABSTRACT This research demonstrates a simplified purification of biogas from hybrid waste and conversion of a single cylinder spark ignition engine to use biogas. The scrubbed gas obtained showed 95% methane enriched biogas. The carburettor of the gasoline engine was modified with a tri-fuel carburettor to suit the input specimen fuel fed to the modified 2.5 kVA, 230 V, and 50 Hz reciprocating engine to generate power. Results showed that 1 kg of compressed biogas ran for 46 min with a load capacity of 1800 W on the 2.5 kVA modified generator, while a litre of gasoline ran for 72 min under the same loading capacity. A comparative assessment of the load bearing characteristics was conducted. Load condition exceeding 1000 W resulted in a voltage output drop of 14.25% on biogas while a small change in voltage of 0.06% occurred for loading conditions between 100 and 1000 W. There was 8.5% decrease in engine speed while operating on biogas with little or no change on gasoline. Maximum torque of 5 and 3.5 Nm at 1800 W electric loading was experienced for gasoline and biogas. Finally, the BSFC for gasoline and biogas at 15% loading condition was maximum at 2000 and 2400 kg/kWh, respectively. 相似文献
65.
The paper has investigated the disinfecting effect of hydrodynamic cavitation on the microorganisms of E. coli in water. It has been found that disinfection kinetics depend on the intensity of the hydrodynamic cavitation field, the microbial load, and gas content. We have studied structure and morphology variation of the E. coli bacteria. It has been demonstrated that the antimicrobial effect is achieved owing to the physicochemical effects of the cavitation field, under whose influence there occurs mechanical destruction of cells and chemical disinfection by the radicals of hydroxyl and hydrogen peroxide. 相似文献
66.
本文利用现场同步加速X-射线衍射、等温量热仪和膨胀测量等手段,研究了在20℃,100%相对湿度下,由25%(重量比)的铝酸钙水泥、12.5%的硅酸盐水泥、12.5%的β-半水石膏和50%的水组成的浆体的水化。水化伊始,首先形成了石膏和钙矾石,同时半水石膏也相应消耗(0-45min内)。随后石膏继续消耗,钙矾石持续形成,2h45min后石膏消耗完毕,铝酸盐-AFm开始形成,同时钙矾石的数量在7h内保持不变。热曲线的第一个峰源自机械搅拌、初始润湿和溶解,还有钙矾石和石膏的形成,第二个峰为石膏被钙矾石所替代,第三个对应于铝酸盐-AFm的形成。石膏被钙矾石替代伴随着0.7%平均线性膨胀。 相似文献
67.
Conclusions 1. The scheme that we developed is efficient and ensures thawing over a period of 40–45 days.
2. To accelerate thawing by 8–10 days when using two electric heaters in each hole, it is necessary to raise the heaters by
3–4 m after 25 days and continue thawing.
3. An 8–10-day reduction in the thaw time is also possible by using three 1.25-kW electric heaters in each hole in place of
two heaters of the same capacity, installing them at depths of 20, 14, and 8 m from the surface.
Taking the results of the experimental work account, the State Institute for Special Design developed a plan for the production
preconstruction thawing of soils over a area of 12,380 m2.
The volume of soil thawed was 324,400 m3.
Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 3, pp. 7–8. May–June, 1982. 相似文献
68.
V. I. Sheinin V. V. Mikheev N. B. Popov Yu. V. Lesovoi 《Soil Mechanics and Foundation Engineering》1991,28(2):79-83
Conclusions 1. The method proposed for the probabilistic design of beds makes it possible to obtain a well-founded design solution corresponding
to a given reliability level, which, in many cases, is more economic than the solution recommended in the Construction Rules
and Regulations.
2. The design solution adopted as a result of the calculation set forth in the Construction Rules and Regulations possesses
a reliability level, which, for some unknown reason, is on the high side.
Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 2, pp. 18–20, March–April 1991. 相似文献
69.
Williamson BJ Mikhailova I Purvis OW Udachin V 《The Science of the total environment》2004,322(1-3):139-154
Scanning electron microscopy with energy-dispersive X-ray analysis (SEM-EDX) of particulate matter on lichen transplant thalli (Hypogymnia physodes) was assessed as a complementary technique to wet chemical analysis for source apportionment of airborne contaminants. Transplants (2 month exposure) stationed in the Cu smelter and former mining town of Karabash were compared with those from a control site 30 km south. Particulate matter in Karabash samples (715 analyses) showed higher levels of S, Pb, Cu, Sn and Zn compared with the control (598 analyses). Complex element associations among the particles confounded detailed mineralogical identifications, and therefore a simplified particle classification scheme was devised for source apportionment. Karabash samples contained high levels of particles classified as mining-related (MRP), and these were also identified in control samples, indicating wide spatial dispersion from the smelter and highlighting the sensitivity of the method. It was noted that MRP <2.5-microm diameter were poorly represented on lichen surfaces suggesting this may limit the usefulness of Hypogymnia transplants as proxies when assessing human health impacts from airborne particulates. Analyses of the lichen thallus surface (away from surface particulates) revealed high levels of Cu, Zn, Fe and Pb associated with organics in the Karabash samples compared with the control, with a proportionate loss of K, interpreted as being due to a stress-related increase in cell membrane permeability. This type of analysis may provide a novel SEM-EDX-based method for assessing lichen vitality. The techniques developed are presented and further implications of the study are discussed. 相似文献
70.
In the present study, the efficacy of three different methods of estimating biofilm biomass on stone (amount of chlorophyll a, fluorescein diacetate hydrolysis and changes in colour) is discussed. Stone samples were sprayed with solutions of cyanobacteria and the actual microbial biomass--determined by cell culture--was compared with the biomass estimated using the different methods. Statistically significant differences between actual biomass and that estimated from the fluorescein diacetate hydrolysis method invalidate its use. However, although the results indicated the amount of chlorophyll to be a good estimator of biofilm biomass, problems in the total extraction of chlorophyll from the stone cannot be overlooked. Determination of changes in colour was found to be a good method of quantifying biofilms growing on stone. 相似文献