泥浆含砂率对桩基质量的影响

本文通过对泥浆中颗粒的沉降特性分析，从量上得出泥浆性能对泥浆中颗粒的悬浮携渣能力。泥浆是一流变性的流体，对泥浆性能的把握，应综合考虑，而不偏向于某个指标。提出了在实践中对泥浆的正确使用和泥浆性能取用的建议。     

多目标规划在哈尔滨市地下水资源管理中的应用

建立了哈尔滨市地下水资源优化管理模型 ,将求解多目标最优化问题的约束法和线性加权法相结合 ,给出了一种综合解法 ,并将此法应用于所建立的水资源优化管理模型的求解。其结果可为该地区地下水资源的管理提供有参考价值的科学依据。     

ARL 8680型X荧光光谱仪的非自动高压校正

通过实验，介绍如何设计X荧光光谱仪中测角仪检测器的非自动高压校正的方法。     

天然锰钾矿吸附水溶液中Hg^2＋的实验研究

利用粉碎分级的天然锰钾矿去除水溶液中Hg^2 的实验研究表明：反应平衡时间约为20小时；pH值对其吸附率影响很大，在中性（氯化物在偏碱性）条件下吸附率较高；溶液中阳离子的存在会产生竞争吸附而降低对Hg^2 的吸附量，2价金属离子较1价金属离子对Hg^2 竞争干扰明显；溶液中Cl^-的存在能明显降低对Hg^2 的吸附量。对等温吸附曲线的回归分析得出在浓度为5～350mg/L段能很好地符合Langmuir单吸附位吸附曲线，并计算出在该实验条件下其最大理论吸附量为27.6mg/g。解吸实验结果表明，在无其他电解质参与的条件下解吸量较少，受多种电解质干扰时其解吸率不超过20%。     

郯庐断裂带中南段新生代玄武岩源区地幔特征及其演化

郯庐断裂带中南段新生代玄武岩随时代逐渐变新 ,碱性逐渐增强 ,轻、重稀土元素分离程度及不相容元素的富集程度也逐渐增强 ,Sr、Nd同位素组成越来越亏损。古地温线特征表明 ,断裂带之下的上地幔具有高的大地热流值。老第三纪拉斑玄武岩地幔源区主要以轻微富集的EMⅠ组分为主 ,新第三纪以来的碱性玄武岩来源于亏损地幔。研究区地幔源区随时间的演化受老第三纪软流圈上涌的影响 ,大量的深源流体对上部岩石圈地幔进行广泛的交代 ,从而使郯庐断裂带下面的岩石圈地幔出现不相容元素和LREE富集 ,且由轻微富集地幔转变为亏损地幔。     

Earth’s density flattening and hypothesis of latitudinal normal density

In this paper, the definition of latitudinal density and density flattening of the level ellipsoid is given, and integral formulas of latitudinal density for pole gravity and equator gravity are derived. According to the pole gravity condition and equator gravity condition for the level ellipsoid, latitudinal density distribution function of the level ellipsoid is obtained. It is proved mathematically that latitudinal density of the earth’s equator is larger than that of the pole, the earth’s density flattening calculated preliminarily is 1/322, and hypothesis of the earth’s latitudinal normal density is further proposed, so that theoretical preparation for studying the forming cause of the earth gravity in problems such as continent drift, mantle convection, and submarine extension is made well.     

Characteristics of surface ground motions induced by blasts in jointed rock mass

An in-situ experimental program in a jointed rock mass was designed and implemented to investigate the rock joint effects on stress wave propagation. Accelerometers were placed on rock surface along three lines at 0, 45 and 90° to the predominant rock joint strike direction. Eight blasts were detonated in a charge hole drilled in the rock mass. The equivalent TNT blast weight ranged from 2.5 to 50.0 kg and the loading density (charge weight divided by the charge chamber volume) varied from 1 to 20.0 kg/m³. A fully coupled detonation with a charge weight of 25.0 kg was also exploded to study the coupling effect. The recorded data are presented and analyzed in this paper. The effects of rock joints on characteristics of stress wave propagation such as peak value attenuation, spectrum, and spatial variations are discussed.     

丘陵山区低空急流特性分析

利用丘陵区边界层实测资料，分析了该地区８－９月份低空急流的特征及其演变规律；并从测站所处的地理环境，山凰 地形的力差异以及适中的风平流作用等，探讨了测站上空逆温的形成及其对低空急流的形成和维持作用，根据地形热力差所导致的气压斜压性，研究了低空急流的生消可能机制。     

On three-dimensionality of shelterbelt structure and its influences on shelter effects

Natural shelterbelts, unlike planar barriers, have a certain width, within which interactions among wind speed, drag force and pressure perturbations create a net sheltering effect. The variations of flow, drag force, permeability, and pressure perturbation for shelterbelts of different widths and different horizontal structures are numerically studied, and their influences on shelter efficiency are discussed. Comparisons are made of fourteen medium-dense shelterbelts, with the same overall leaf-area, that differ only in width or horizontal distribution of leaf-area density. The simulated results are consistent with both field observations and wind-tunnel measurements.The simulations demonstrate that the total drag force of the entire shelterbelt varies little with changes in width and structure. The results also show that shelter distance and the overall average wind speed reduction decrease only by 15–18% as width increases by a factor of 100, and changes even less for different internal structure. However, width greatly affects the location of minimum wind speed, pressure perturbation, and the permeability of shelterbelts. Horizontal changes of wind speed inside the uniform shelterbelts have four different patterns, which depend on shelterbelt width and height. The absolute pressure perturbation significantly decreases with increasing width. A possible cause of the insensitivity of shelter efficiency to width and internal inhomogeneous structure is the compensation between the effects of permeability and pressure perturbation on shelter efficiency.