野外工作中的传染病不可忽视

本文对地质系统师生野外工作中常见的传染病作了较详细的介绍，并针对性地提出了预防措施。     

浅议地下室渗漏及预防措施

本文从地下室渗漏的理论分析入手,提出解决渗漏的关键在于工程施工阶段的合理组织和有效预防措施,结合某地下室的实践经验,总结了相应的一些预防措施     

王大娘搬家

日前,荣阳市汜水镇口子村王大娘看着自家的新房,连连说道：“这个地方好,这下再不怕山上的石头往下滑了。”     

薄壁结构砼的裂缝与处理

分析了万年闸船闸砼工程结束后薄壁砼结构墙体出现大面积贯通性裂缝的发生原因,提出了修复裂缝的工艺方案,总结了预防此类裂缝发生的有效措施。     

Analytical investigations of seismic responses for reinforced concrete bridge columns subjected to strong near-fault ground motion

Strong near-fault ground motion, usually caused by the fault-rupture and characterized by a pulse-like velocity- wave form, often causes dramatic instantaneous seismic energy (Jadhav and Jangid 2006). Some reinforced concrete (RC) bridge columns, even those built according to ductile design principles, were damaged in the 1999 Chi-Chi earthquake. Thus, it is very important to evaluate the seismic response of a RC bridge column to improve its seismic design and prevent future damage. Nonlinear time history analysis using step-by-step integration is capable of tracing the dynamic response of a structure during the entire vibration period and is able to accommodate the pulsing wave form. However, the accuracy of the numerical results is very sensitive to the modeling of the nonlinear load-deformation relationship of the structural member. FEMA 273 and ATC-40 provide the modeling parameters for structural nonlinear analyses of RC beams and RC columns. They use three parameters to define the plastic rotation angles and a residual strength ratio to describe the nonlinear load- deformation relationship of an RC member. Structural nonlinear analyses are performed based on these parameters. This method provides a convenient way to obtain the nonlinear seismic responses of RC structures. However, the accuracy of the numerical solutions might be further improved. For this purpose, results from a previous study on modeling of the static pushover analyses for RC bridge columns (Sung et al. 2005) is adopted for the nonlinear time history analysis presented herein to evaluate the structural responses excited by a near-fault ground motion. To ensure the reliability of this approach, the numerical results were compared to experimental results. The results confirm that the proposed approach is valid.     

Agricultural Climate Change and Wetland Agriculture Study under the Climate Change in the Sanjiang Plain

With linear curvefitting, Mann-kendall method and Yamamoto method, ≥10 ℃accumulated temperature and precipitation from May to September of 6 meteorological stations (Baoqing, fujin, Jiamusi, Hegang, Jixi and Hulin) from 1978 to 2007 were used to explore 30-year agricultural climate change and trend in the Sanjiang Plain. The results showed that ≥10 ℃ accumulated temperature of the 6 stations have risen by 141.0 ℃ to 287.4 ℃ when estimated by their significant linear trends (n=30, α=0.05) over the last 30 years (1978 to 2007). The rates of warming for the last 30 years range from 4.70 ℃per year to 9.58 ℃ per year. There are not significant linear trends on precipitation from May to September of the 6 stations over the last 30 years. The period of 1978 to 1998 in which ≥10 ℃ accumulated temperature is lower is consistent with that in which there is more precipitation from May to September, and warming and drying period has occurred in the Sanjiang Plain since 1999. Under the background of warming and drying agricultural climate, high yield cultivation of Phragmites australis and establishment of Phragmites australis-fish (crab) symbiosis ecosystem in natural mire are the ways for reasonable use of natural wetland. The area of paddy fields has been increasing from 7.25×104 ha in 1978 to 121.2×104 ha in 2006. It is proposed that paddy field range should not be expanded blindly toward the north in the Sanjiang Plain, and chilling injury forecast and prevention should be pay attention to. In the area that the chilling injury happens frequently, the rotation between rice and other crops should be implemented. Measures, which combine drainage, store and irrigation, should be taken instead of single drainage on comprehensive control of regional low and wet croplands to ensure controlling drought and flood.     

高炮故障发生原因及其预防措施

我师在防雹、增雨作业中,主要使用的是军队退役下来的单、双管“37”高炮。随着强对流天气增多,这项工作规模也在不断扩大。目前,我师已有高炮46门,每年作业耗弹量3～4万发。由于作业量的增大,高炮各种故障时有发生,严重影响了防雹工作的顺利开展。下面就故障发生的原因谈一些看法。1故障发生的主要原因1.1高炮专用工具和配件少高炮作业手在操作使用高炮过程中,缺少专用工具和配件,高炮出现了故障,炮手就无法及时分解结合及更换零件排除故障,这不但影响作业时机造成经济损失,还会造成事故发生。1.2维护保养不到位炮身、抽筒子装置、闭锁装置…