基于单桩静载试验与Geddes解的群桩沉降计算研究

通过现场单桩静载试验与单桩Geddes解理论沉降结果,获得沉降修正系数,将该沉降修正用于修正群桩Geddes解理论沉降结果,最终获得修正后的群桩沉降计算值。经实例验证,该群桩沉降计算方法是合理的。     

一种求和法及其应用

为了用泛函的方法解决收敛问题,通过应用拓扑向量空间的一些性质,将一个序列到另一个序列的变化看作是变换,得到复距离空间中一些序列收敛性的等价条件.改进和推广了Abel定理,Mertens定理,O.Stolze公式等.     

利用多种测高数据反演中国南海海域重力异常

联合Geosat/GM、ERS-1/168和Envisat 3种测高数据,基于高精度地球重力模型EGM2008,采用垂线偏差方法和逆Vening-Meinesz公式,利用移去-恢复技术确定了中国近海及邻近海域(0°N～42°N,102°E～138°E)分辨率为2′×2′的重力异常.在中国南海海域,测高重力异常与船测重力...     

上海青浦华新地区静力触探Ps值与土的物理力学指标的关系

利用上海青浦华新地区岩土工程勘察资料,对ps值和土的室内试验指标进行了相关分析,得出了一些有针对性的经验公式.应用这些公式可用ps值推求土的工程性质,还可根据ps值和psH曲线类型划分土层.     

Discussion on the calculation of the rights protection radius of the geothermal well for stratified thermal reservoir

In order to ensure the sustainable exploitation of geothermal resources and prevent the occurrence of thermal breakthrough during the process of geothermal water reinjection, the authors systematically summarized the calculation formulas of the rights protection radius of the geothermal well in this paper. Three shortcomings in the calculation method of the rights protection radius of the geothermal well were identified through theoretical derivation. (1) The parameter f, which is defined as the ratio of the specific heat of water to that of thermal reservoir rocks, is defective. (2) The value of the thermal reservoir recovery rate defined as 0.15 is relatively unilateral, which is not applicable for geothermal wells with different lithology. (3) The calculation time is fixed as 36 500 d, which is not appropriate for geothermal wells with interval development. Based on the problems above, the authors redefined the parameter f and used variables to replace the previous thermal reservoir recovery rate and exploitation time, which can be identified according to different thermal reservoirs and specific exploitation time. By comparison of the applicable conditions of different calculation formulas of the rights protection radius of the geothermal well, the authors proposed that different calaulation formuas should be chosen based on the relationship of the size between β^-1-α and 3λ. And by comparison of the rights protection radius calculation formulas for the mining well and the recharge well, it is found that the rights protection radius of the mining well is always bigger than that of the recharge well. Finally, Shuiwen residential area of Decheng district was taken as an example to verfity the theoretical results.     

坚硬致密岩层用绳索取心钻头的研制与应用

为了克服绳索取心钻头钻进坚硬致密岩层出现的进尺缓慢、钻头寿命短的难题,着重从钻头胎体配方、金刚石参数、钻头水口等方面进行优化设计、试验并生产应用,使研制的绳索取心钻头(S77)具备良好的适应性,钻进坚硬～硬、中～弱研磨性岩层克服了“打滑”现象并延长了钻头的寿命,取得了一定的经济效益。     

Bulk Formulation of the Surface Heat Flux

An interpretive literature survey examines different approachesfor applying the bulk aerodynamic formulato predict the surface heat flux. The surface heat flux is often predicted in terms of the surface radiation temperature, which is also used to predict the upward longwave radiation and the heat flux into the soil. In models, the thermal roughness length based on the surface radiation temperature (radiometric roughness length) is often specified to be smaller than the roughness length for momentum for a number of distinct reasons. The definition of the radiometric roughness length depends on the way that the surface temperature is measured, the choice of stability functions and displacement height and inclusion of any additional resistances.Using airborne eddy correlation data collected over eight different sites including bare soil, crops and grassland and several types of forests, the radiometric roughness length is found to vary by orders of magnitude in a manner that is difficult to formulate. Alternatively, we evaluate the approach where the thermal roughness length is equated with the better behaved roughness length for momentum and the corresponding aerodynamic surface temperature is modelled in terms of the surface radiation temperature, solar radiation, and vegetation index. The influence of wind speed and soil moisture on the difference between the aerodynamic and surface radiation temperatures is also examined.     

石家庄市城区暴雨强度公式修正方法对比分析

利用石家庄市国家基本气象站1961~2012年近52 a降水资料,基于年多个样法和年最大值法进行选样,采用皮尔逊-Ⅲ型分布对暴雨进行理论频率分析,得出暴雨强度—历时—重现期关系曲线,并利用高斯—牛顿迭代法对暴雨强度公式进行求解,以绝对标准差和相对标准差作为暴雨强度公式评价指标。结果表明:基于年多个样法推算的暴雨强度公式精度比年最大值法高,且满足暴雨强度公式评价指标。新编制的暴雨强度公式计算的暴雨强度值大部分比1978年编制的大,且随着降水历时的增长,其偏大的幅度呈增加趋势,与近30 a来石家庄市极端降水事件呈增加趋势基本相符。     

近52 a秦岭南北极端温度变化及其与区域增暖的关系

频繁的极端降水事件使暴雨强度公式编制过程中的误差控制变得越来越困难。利用宁夏银川国家气象站1961-2016年分钟降水资料,采用指数、耿贝尔、P-Ⅲ等概率模型进行雨强-重现期的曲线拟合和最小二乘法、高斯牛顿法进行暴雨强度公式参数推求,编制银川市暴雨强度公式,探讨干旱区暴雨强度公式的误差控制和优化策略。结果表明：（1）干旱区强降水样本少、变率大,针对编制暴雨强度公式过程中曲线拟合和参数求解这两个重要步骤过程中误差难以控制的缺陷,设计了一种新的误差控制策略,将误差的两步控制改变为综合控制,从而可使公式推算过程的误差达到最小。（2）银川夏半年平均气温从20世纪90年代中后期开始明显升高,短历时（尤其是30~180 min）降水强度为一致增强趋势,且变率加大。（3）优选耿贝尔曲线拟合结合高斯牛顿法求解公式参数,作为银川市暴雨强度总（分）公式的组合计算方案,较好地编制了银川市新一代暴雨强度公式,为干旱区暴雨强度公式的编制提供了可供参考的思路。

     

高延性混凝土加固震损混凝土短柱小偏心受压性能试验研究

通过5个高延性混凝土(HDC)加固震损混凝土短柱偏心受压性能试验,研究了HDC对加固震损混凝土短柱的偏压承载能力和变形能力的影响程度.试验结果表明,采用HDC加固震损偏心混凝土短柱,可有效改善小偏心受压构件的脆性破坏,且受压承载能力有明显提高,峰值荷载提高了49％～63％,与峰值荷载对应地位移增大了34％～39％,极限...