冻土单轴蠕变过程中结构变化的CT动态监测

ＣＴ为岩土材料非破坏的持续检测和内部结构的定量描述提供了可能，利用这一手段观测分析了冻土单轴蠕变过程中结构的变化情况，结果表明蠕变过程中结构缺陷的增生与扩展制约着土的结构的强化与弱化作用，控制着蠕变过程形态特征。易破坏区首先发生于样品的低密段，在软弱段的某一薄弱层面形成一环状低密带，然后向外扩展，最终导致整体结构的破坏。     

卫星遥感估测土壤水分的一种方法

对于植被影响土壤水分遥感的大小 ,提出了“光学植被盖度”新概念来衡量 ,并用遥感法进行估测。用分解象元法排除植被干扰来提取土壤水分光谱信息。采用土壤水分光谱法并借助回归分析建立土壤水分遥感的TM数据模型。以此为桥梁 ,建立了AVHRR数据模型     

A mean behavior model of aerobic biodegradation in heterogeneous formation

It has been observed that the field biodegradation rates for soluble hydrocarbon plumes are significantly smaller than the aerobic rates observed in the laboratory. It is believed that this difference is related to the fact that in the field oxygen and hydrocarbon must be mixed before the biodegradation reaction can occur, and that the effective degradation rate is controlled by the actual, not mean, concentrations of oxygen and hydrocarbon. In this work, we present a conceptual model of oxygen-mixing limited biodegradation, which indicates that the effective degradation rate should depend on the cross correlation between the oxygen and hydrocarbon concentration fluctuations. This is followed by a development of a rigorous, field-scale model.     

Distribution of Cs and Pu in the surface waters of the East Sea (Sea of Japan)

Surface and subsurface water samples for ¹³⁷Cs and ^239,240Pu analysis were collected in the East Sea (Sea of Japan) during August 1993. The ¹³⁷Cs levels of the surface waters are quite homogeneous in the East Sea (average = 3.1±0.2 mBq kg⁻¹). The ^239,240Pu levels vary from 6 to 10 μBq kg⁻¹ in the surface. ^239,240Pu to ¹³⁷Cs ratios in the surface water are within 0.002 to 0.003. The East Sea may be regarded as a part of the North Pacific Ocean in terms of ¹³⁷Cs dispersal in the surface, where the ¹³⁷Cs contents of the surface seawater seem to be controlled primarily by the atmospheric input. However, since our sampling was made just two months prior to the widely publicized Russian dumping incident on the 17th October 1993, our measurements may provide background data to assess the immediate impact of the Russian dumping on the levels of ¹³⁷Cs and ^239,240Pu in the East Sea.     

The role of moisture fluctuations in unsaturated transport

Within the framework of stochastic theory and the spectral perturbation techniques, three-dimensional dispersion in partially saturated soils with a finite correlation scale of log-hydraulic conductivity is analyzed. The effects of spatial variability of the moisture distribution parameter on the asymptotic spreading behavior of a unsaturated solute plume are assessed. This is accomplished by comparing two asymptotic macrodispersivities and two variance of solute concentration, obtained for a constant moisture content and spatially varied moisture, respectively.     

兰州台倾斜固体潮初步观测结果

1.台址及仪器状况兰州台是甘肃省唯一的(Ⅰ类)形变综合观测台,架设有国家地震局地震研究所研制的目前国内最先进的FSQ型自记水管倾斜仪。该台位于(L=103°.7520,λ=36°.0980,H=1550米)兰州市安宁区人防山洞内,洞体进深145米,岩层直立,覆盖层厚29—88米。为了     

阿尔金断裂微量气体分布与断层现今活动性讨论

本文研究了阿尔金断裂东北段大鄂博头—宽滩山约340多公里范围内九个剖面的断层微量气体R_n、H_2、CO_2、Hg的浓度沿断裂的变化特征,根据微量气体的浓度变化对断层作了分段,並对断层的现今活动性进行了讨论。指出,大鄂博头—三个泉为现今强烈活动段;三个泉—昌马车路口为活动段;昌马车路口—宽滩山为相对稳定段。在此基础上对阿尔金断裂东北段未来强震作了初步预测。     

西沙永兴岛降水的酸度及其化学组成

本文对1987年5月在西沙永兴岛的雨水采样进行了分析。在西南季风盛行初期,副热带高压控制下的孤立分散的积雨云降水中,采集了雨量大于0.1mm的5次降雨。采样点设在西沙气象台二楼平台上,距海面约13m,向西距海岸边约70余米;每次采样用一直径45cm的塑料盆(用去离子水冲洗3次),现场测定pH值和电导率,水样装入洁净的聚乙烯塑料瓶中存入冰箱。同期,每隔一周     

Computer simulation and modelling of mechanical properties of particulates

The mechanical properties of particulate systems are studied from a micromechanics point of view. Two approaches, namely, computer simulation and micro-structural continuum modelling are used. The computer simulation method is used to study the uniformity of the strain field and effect of particle rotations. These results are then used to evaluate the applicability of the micro-structural continuum model. Potential applications of the micro-structural continuum model in the study of mechanical properties of soils are discussed.     

Capacity evaluation of statnamic tested long piles

A procedure that uses the structural damping (SD) concept for estimating the capacity of a pile based on the Statnamic (STN) pile load test results, formerly used by the authors for short piles, is extended in this paper for the STN tested long piles. Similar to segmental unloading point method procedures for long piles, the shaft length is divided into several segments and each segment is assumed to behave as a mass of a single degree of freedom. The SD concept is then applied to each segment to consider the displacement related soil damping instead of the velocity dependent damping. Instrumented strain gauge data at different levels of the shaft are required for the interpretation method. Three case studies are presented in this paper to study the validity and applicability of the present method. The predicted results are also compared to the available test or analytical data.