基于CPTU解释黏性土不排水抗剪强度方法研究

黏性土的不排水抗剪强度Su是海上风电工程设计中重要的力学参数之一,孔压静力触探测试（简称CPTU）无法直接测得黏土强度,但其所提供的锥尖阻力、侧摩阻力以及孔隙水压力与土体的不排水抗剪强度存在映射关系,国内外基于CPTU已经演化出多种解释土体不排水抗剪强度计算公式。基于滨海某海上风电项目,开展了原位CPTU试验、三轴不固结不排水（UU）、三轴固结不排水（CU）、固结快剪（CQ）以及船上微型十字板剪切（MVST）试验,对已有计算公式的适用性进行了校验,分析发现需根据区域场地情况对其中经验系数进行相应的调整以提高计算精度。研究基于CU试验结果,结合工程实例对原有公式中经验参数进行优化修正,最后通过误差分析,验证了修正预测模型的准确性与合理性,利用改进后的修正预测模型可使江苏地区海域黏性土不排水抗剪强度的计算得到更准确的结果。     

普强高性能混凝土受压应力-应变全曲线试验研究

通过普强高性能混凝土和普通混凝土的应力-应变全曲线试验研究,得到一系列应力-应变曲线。对普强高性能混凝土和普通混凝土的立方体抗压强度与棱柱体抗压强度的关系、棱柱体抗压强度与峰值应力所对应应变的关系及棱柱体抗压强度与初始弹性模量的关系进行了分析。结果表明,虽然普强高性能混凝土的力学性能与普通混凝土的力学性能存在一定的差别,但主要力学性能还是相似的。说明在不改变混凝土的力学性能的基础上通过对普通强度混凝土原材料的优选和配合比的优化能够提高混凝土的耐久性能。     

缓解深厚软基桥头跳车两种方法的现场试验

分别采用真空联合堆载和低强度混凝土桩复合地基处理深厚软基,成功解决了桥头段软基处理中的桥头跳车问题。介绍了两种软基处理方法的地基承载力、沉降和分层沉降等现场测试成果,并对两种处理方法的加固效果和相关经济指标进行了比较分析。      

多普勒天气雷达谱宽数据监测机场湍流强度的可行性初探

选用2个典型的由地形导致香港国际机场地区出现扰动气流的个例,对天气雷达的谱宽数据与激光雷达的涡流消散率的立方根进行了比较。结果表明,对两组数据作点对点比较时,两者基本上没有相关性,其相关系数小于0．10;其空间平均值之间的相关性较好,相关系数为0.39～0．46。最后,通过对多普勒天气雷达谱宽数据监测香港国际机场邻近地区湍流强度可行性的探讨,提出了多普勒天气雷达的谱宽数据用于监测飞机航道上湍流强度的具体方法与构想。     

东亚副热带西风急流位置变化与亚洲夏季风爆发的关系

利用1961～2000年的NCEP/NCAR候平均再分析资料,初步探讨了季节转换期间东亚副热带西风急流南北和东西向位置变化与亚洲季风爆发之间的联系。结果表明,亚洲夏季风爆发伴随着东亚副热带西风急流轴线的北跳和急流中心西移,急流轴北跳至35°N以北的青藏高原上空,南支西风急流消失,亚洲季风环流形势建立。南海季风爆发早年,低纬的东风向北推进的时间早,到达的纬度偏北,中纬的西风急流强度偏弱,季风爆发晚年则相反。同时,南海夏季风爆发早年,青藏高原上空急流核出现较早,西太平洋上空急流核减弱较快,急流中心“西移”较早。而在南海夏季风爆发晚年,西太平洋上空的急流核减弱较迟,青藏高原上空急流核形成偏晚,急流中心“西移”较迟。此外,急流中心东西向位置和强度变化与江淮流域梅雨的开始和结束也有密切关系。     

A scheme for estimating tropical cyclone intensity using AMSU-A data

Brightness temperature anomalies measured by the Advanced Microwave Sounding Unit （AMSU） on the National Oceanic and Atmospheric Administration （NOAA） polar-orbiting series are suited to estimate tropical cyclone （TC） intensity by virtue of their ability to assess changes in tropospheric warm core struc-ture in the presence of clouds. Analysis of the measurements from different satellites shows that the variable horizontal resolution of the instrument has significant effects on the observed brightness temperature anoma-lies. With the aim to decrease these effects on TC intensity estimation more easily and effectively, a new simple correction algorithm, which is related to the product of the brightness temperature gradient near the TC center and the size of the field-of-view （FOV） observing the TC center, is proposed to modify the observed anomalies. Without other measurements, the comparison shows that the performance of the new algorithm is better than that of the traditional, physically-based algorithm. Furthermore, based on the correction algorithm, a new scheme, in which the brightness temperature anomalies at 31.4 GHz and 89 GHz accounting for precipitation effects are directly used as the predictors with those at 54.94 GHz and 55.5 GHz, is developed to estimate TC intensity in the western North Pacific basin. The collocated AMSU-A observations from NOAA-16 with the best track （BT） intensity data from the Japan Meteorological Agency （JMA） in 2002-2003 and in 2004 are used respectively to develop and validate regression coefficients. For the independent validation dataset, the scheme yields 8.4 hPa of the root mean square error and 6.6 hPa of the mean absolute error. For the 81 collocated cases in the western North Pacific basin and for the 24 collocated cases in the Atlantic basin, compared to the BT data, the standard deviations of the estimation differences of the results are 15% and 11% less than those of the CIMSS （Cooperative Institute for Meteorological Satellite Studies, Univ     

CFRP约束轴压受损混凝土的试验研究

实际工程中由于各种原因混凝土柱会出现损坏,本文正是通过对CFRP加固受损混凝土棱柱体体与CFRP加固混凝土棱柱体的试验研究,测得CFRP加固后的极限强度和变形值,并与混凝土棱柱体试件的强度和变形值进行了对比分析,并分析了CFRP加固混凝土棱柱体的破坏特征,为实际工程的加固提供了试验依据。     

桅杆结构纤绳连接拉耳孔边裂纹扩展形状变化特性研究

本文采用两自由度的裂纹扩展模型,以桅杆结构纤绳拉耳孔边裂纹前缘最深点和表面点的裂纹扩展增长量来追踪裂纹扩展。基于最小二乘法原理对通过有限元法所获得的各种裂纹形状所对应的裂纹前缘最深点和表面点的无因次形状因子进行多项式曲线拟合,用拟合曲线上的值代替离散的无因次形状因子扩充插值数据库,采用拉格朗日插值法计算任意形状裂纹前缘最深点和表面点无因次形状因子,并计算得到确定裂纹扩展速率所需要的应力强度因子幅度。最后根据裂纹前缘最深点和表面点的裂纹扩展速率确定桅杆结构纤绳连接拉耳孔边裂纹的扩展特性。     

Building damage in Dujiangyan during Wenchuan Earthquake

A field damage survey of 1,005 buildings damaged by the Wenchuan Earthquake in Dujiangyan City was carried out and the resulting data was analyzed using the statistical method. It is shown that buildings that were seismically designed achieved the desired seismic fortification target; they sustained less damage than the non-seismically designed buildings. Among the seismically designed buildings investigated, RC frame buildings performed the best in terms of seismic resistance. Masonry buildings with a ground story of RC frame structure were the second best, and masonry buildings performed the worst. Considering building height, multistory buildings sustained more severe damage than high-rise buildings and 2- and 3-story buildings. Compared to residential buildings, public buildings, such as schools and hospitals, suffered more severe damage.     

中缓倾角结构面分类及其抗剪强度的研究

西南某坝区中缓倾角结构面具有分别倾向上游和下游的空间分布规律。根据结构面接触情况,首先将结构面分为刚性结构面和软弱结构面两大类。其中,刚性结构面属于裂隙型;软弱结构面根据其物质组成和结构特征,可以细分为岩块岩屑型、岩屑夹泥型、泥夹岩屑型3个亚类。断层类结构面具有垂直于断层走向,由高高程到低高程,由泥夹岩屑型岩屑夹泥型岩屑砾型裂隙型逐渐过渡的发育规律。最后在分析抗剪试验资料和分类及发育规律的基础上,提出了抗剪强度指标的建议值。