江南园林意蕴之现象学体验

从现象学的角度,以体验者的观察感知与舒尔茨的建筑现象学理论相互博弈,逐步展示江南园林的点点滴滴意蕴,规避对造园具体手法的详细认知,由体验出发,结合现象学理论,再辩证地回归园林体验,以实现对江南园林意蕴本质感知.     

边坡加固中锚索框架的应用与锚索预应力损失

以锚索框架为研究对象,讨论了锚索框架支护技术在边坡治理中的重要作用,介绍了框架形式,阐述了锚索预应力损失的影响因素,包括锚索材料,岩体条件,张拉器具和工序,外界自然条件和人工作业因素等,以指导实践。     

自动扶梯逆行故障成因与分析

对自动扶梯突然反转而导致逆行故障的类别和成因进行了分析,讨论了逆行速度及症状,分析了逆行概率及风险,并针对逆行提出了一些对策。     

关于运城市区排水的思考

通过了解运城市区的气候特征、地表水含量及排水现状,总结出市区排水工程存在的主要问题,并提出了市区排水工程规划思路,以期建设一个功能齐全、配套完善的市区排水系统,实现市区洪水、雨水、污水的安全有序排放。     

Regularities of development of settling of models of deep footings

Conclusions 1. The effect of relative penetration on the change in magnitude of settlement is substantial. With the same specific pressure on the base the settlement of the model decreases as the relative penetration increases.2. Published data on values of unit friction forces along lateral surfaces of deep foundations were confirmed. The maximum value of resistance along the side surface was 2 tons/m².3. It was established that the realtionship between the settlement of the model and its diameter is nonlinear. This is of great importance in working out a method for calculating foundations of deep footings from deformations especially if one considers that in this case the foundation carries substantial pressures and deforms under conditions of strongly developed shear regions.Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 6, pp. 11–12, November–December, 1971.     

变压器铁芯接地智能保护的实现原理

为了预防电力变压器运行过程中因铁芯多点接地导致接地电流超标而造成的铁芯发热故障,提出了一种新的变压器铁芯接地智能保护原理,并通过对变压器铁芯接地电流的实时监测,在检测到接地线电流超过国家标准后采取自动启动限流装置的措施,实现将接地电流限制在规程要求的范围之内,并对电气设备状态进行在线检修、评估、预警和风险分析,从而达到防患于未然的目的。     

Investigation of causes of emergencies of buildings in the city of Nukus

Drying-up of the Aral Sea and increase in the mineralization level of the Amudar'ya River affect the construction conditions in the Aral Southern Region. It is shown that the causes of building failures in the city of Nukus are rise of the groundwater level and increase in the water mineralization. Specific recommendations are given for protection of the buildings against aggressive groundwater action. Karakalpak Branch of the Academy of Sciences of Russia. Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 1, pp. 22–24, January–February, 1994.     

南京郊区化水平评价

在界定郊区和郊区化概念的基础上，主要从工业和人口两方面对南京的郊区化水平做出评价．通过分析，以期能对南京郊区化的发展有一个整体的全新认识，从而有助于新时期南京市的城市规划和管理工作的顺利展开。     

不同类型岩溶分布对隧道稳定性影响分析

结合西南岩溶地区某高速公路一已建岩溶隧道,利用有限差分软件FLAC3D分别对侧部分布溶洞或落水洞的隧道围岩稳定性进行数值模拟研究,通过研究岩溶隧道掘进中围岩变形和破坏的规律,以提前做好各种预防措施,可为岩溶地区同类隧道工程的设计、施工提供参考。     

醇王府园造园艺术简析

本文结合对醇王府花园的现状调研和原状探究,分析其造园的基本思想和山水、建筑、植株等具体经营手法,以求初步揭示其独特的园林景观效果形成的原因.     

Modelling of probability of failure of concrete columns

This paper predicts the probability of failure or short and long columns of square reinforced concrete for deterministic and probabilistic loads. The effect of various parameters; width, length of column, effective length coefficient, percentage of steel, axial load, grade of concrete and random numbers; on the probability of failure of the column is studied. The material, geometric parameters and the load are treated as probabilistic. The results for short columns show that the rate of decrease of probability of failure is a maximum with increase in width, while it increased to a maximum with increase in loads, whereas for long columns the length of column had the predominant effect.     

隧道洞口仰坡失稳病害整治

针对隧道施工过程中洞口仰坡出现裂纹、失稳并导致洞口上导坑初期支护出现裂缝的病害,结合工程实践,分析了隧道洞口仰坡失稳的原因,介绍了仰坡失稳病害整治处理的技术方案及其施工效果.     

五峰山隧道施工技术总结

根据五峰山隧道的工程概况和施工条件,提出了总体施工方案,具体将开挖掘进、二次衬砌施工、防排水施工等工艺要点作了叙述,并给出了提高隧道施工速度的技术措施,取得了良好的施工效果。     

青岛八大关的建筑艺术研究

青岛八大关的建筑艺术是青岛城市特殊历史环境下的特有产物,是将建筑纳入自然的成功典范.通过建筑的规划、风格形成及对建筑的回顾与思索几个方面,对八大关区域建筑艺术的独特性格进行分析研究,并欣赏建筑环境艺术的迷人魅力.     

试析室内设计的简约风格营造

本文阐述了简约设计的手法及特征,提出了空间与光源的简约设计、线条与颜色、家具的简约搭设、材质的风格营造等在室内设计中营造简约风格的策略。     

Optimization of electrocoagulation technology of purifying wastewaters of ions of heavy metals

The article proposes results on optimization of electrocoagulation technology of purifying of ions of heavy metals. A phase composition of electrogenerated aluminum hydroxide in a neutral medium was established. Found conditions for floatation of the mass of coagulated pollutants and their successful removal off water surface. Optimized are parameters of coagulation with aluminum anodes presented in an upgraded edition of SNiPa 2.04.03-85, namely: current anodic density, specific aluminum consumption, etc.     

Prediction of accumulation of seismic deformations of bases

A calculated and experimental method was developed for predicting irreversible settlements of foundations during the operation of a structure, taking into account the shakability of the construction site. This article suggests a way of processing seismological information about recurrence not only of the maximum earthquake for which the structure is designed, but also more likely actions of a lesser level. A procedure is set forth for vibrodynamic soil tests to obtain the original matrix of experimental data about formation of residual deformations within the bounds of compressed strata of the base as a result of application of dynamic actions on different combinations of a static state of stress. These data are used to calculate seismic settlements of the foundation, taking into account the probability of seismic events of different levels during the standard time of the object's operation.Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 6, pp. 15–18, November–December, 1992.     

建筑施工企业安全生产标准化的实施分析

本文对建筑施工企业建立安全生产标准化的工作进行施工现场标准化、管理行为标准化、施工技术标准化、作业行为标准化为核心的一套建筑施工企业安全生产标准化管理体系做了研究,为改进建筑施工企业安全生产状况寻求了一条合理的途径。     

旋挖灌注桩桩底沉渣厚度施工质量分析与控制

针对旋挖成孔灌注桩施工工艺特点,本文以桩底沉渣厚度的检测、处理和施工工艺控制为重点,探讨了提高旋挖成孔灌注桩施工质量的系统方法及其在工程中的实际应用。     

AM桩孔壁稳定性影响因素分析

结合现有研究成果,系统分析了AM桩孔壁稳定性的影响因素,包括泥浆重度、粘度、含砂率、钻孔深度及成孔时间等,着重研究了成孔时间对孔壁稳定性的影响,得出成孔时间越长,对孔壁稳定性越不利的结论,对今后AM桩施工有一定的指导意义。