Experimental Study of Failure Zone in Soil and Rock Blast     

Huang Chengxian 《岩土力学》1986,7(1):35-45

In this paper, according to in situ experimental data of sonic, seismic, hole television, acceleration, velocity and visual investigaton after explosion, we consulted laboratory experimental results. Study in soil and rock blasr destroy effect and zone. By comparing with blast destroy zone of rock mass, vartical tunnel, parallal tunnel.  相似文献   

天然钛榴石的穆斯堡尔谱及晶体化学分析     

黄文英  蔡紫筠  杨凤华  江加济  刘燕杰  金振声 《矿物学报》1986,(1)

本文收集了一组钛榴石样品,作了穆斯堡尔谱和化学分析。采用各对应双峰等值限制拟合。拟合结果,统计误差X~2均较小。文中还分析了钛榴石结构的阳离子占位情况,并对其五对双峰谱指派如下:Fe~(3+)在[Y]位和(Z)位,Fe~(2+)在{X}和[Y]位,而另一对双峰指派为Fe~(2+){X}→Fe~(3+)(Z)的电荷离域。从化学分析和穆斯堡尔谱数据求出二种方法Fe~(2+)/∑Fe的差值,说明钛榴石中有Ti~(3+)的存在,用此简便方法估算了Ti~(3+)的含量,得出了四面体中阳离子的占位择优为Fe~(3+)>(Al~(3+),Ti~(4+))的结论。  相似文献   

近年来我国冰流动研究进展     

黄茂桓 《冰川冻土》1995,17(4):366-370

本简要介绍我国学１９８７年以来在国内外冰流动理论和试验研究中取得的进展，包括晶粒长大规律、异向性冰的第三蠕变、压剪联合作用下冰的流动以及全新世冰和冰期冰流动性质的差别等，并加以评论。  相似文献   

不同温度条件下乙酸对长石溶蚀过程的实验研究   总被引：25，自引：3，他引：25  

黄思静  杨俊杰 《沉积学报》1995,13(1):7-17

本文报道了不同埋藏温压条件下乙酸对条纹长石溶蚀过程的实验研究。结果证明:１）在条纹长石溶蚀过程中，Ｋ、Ｎａ、Ａｌ优先释放，Ｓｉ是最后释放的元素。２）在相对低温的条件下，长石溶出主要元素的比例远远偏离其化学组成，在相对高温的条件下，则接近其化学组成。３）在条纹长石中.钠长石比钾长石更容易分解。４）温度升高对条纹长石中Ｓｉ的影响最大，其温度效应分别是Ｋ、Ａｌ、Ｎａ的９.２，８.６和５.４倍。５）不同温度区间Ｓｉ，Ａｌ的温度效应存在显著的差别，Ａｌ主要在小于９５℃区间释放，而Ｓｉ主要在大于９５℃区间释放，此时将有约２/３的Ｓｉ不能加入到高岭石中。因而在埋藏成岩过程中，自生ＳｉＯ_２矿物沉淀造成的孔隙封堵作用主要发生在地温大于９５℃的埋深中。６）相对高温高压的实验中获得了蛋白石等自生ＳｉＯ_２矿物的沉淀，进一步证明Ｓｉ主要是在高温区间释放的。  相似文献   

层序和体系域的有机相构成及其研究意义   总被引：8，自引：0，他引：8  

郝芳  陈建渝 《地质科技情报》1995,14(3):79-83

层序地层学为沉积盆地的充填史分析和储层预测提供了有效的格架，但其在源岩评价和预测中的意义未能引起充分的重视。本文对莺海、琼东甫盆地的各沉积层序进行了有机相分析，发现（１）浅水型沉积层序中各体系域的机相构成基本相同，且有机相的侧向变化不明显；（２）在深水型层序中，海进体系域上部和高位体系域下部有机质丰度较高、类型较好，有机相层序呈Ｓ性，但有机的侧向变化明显；（３）多层序有机相的总体演化趋势反映了盆地  相似文献   

Seismic interaction at separation joints of an instrumented concrete bridge     

Praveen K. Malhotra  Moh J. Huang  Anthony F. Shakal 《地震工程与结构动力学》1995,24(8):1055-1067

A multi-span, curved, concrete box-girder bridge has been extensively instrumented by the California Strong Motion Instrumentation Program (CSMIP) in cooperation with the California Department of Transportation (Caltrans). On 28 June 1992, the bridge was shaken by the magnitude 7–5 Landers and magnitude 6–6 Big Bear earthquakes in southern California. The epicentres of these earthquakes were 50 and 29 miles (81 and 46 km) from the bridge, respectively. All 34 strong-motion sensors installed on the bridge recorded the response to these earthquakes and provided an insightful set of data. A striking aspect of the response is the presence of intermittent sharp spikes in nearly all of the acceleration records from sensors at the deck of the bridge. Among these the highest spike was 0.8g for the Landers and 1.0g for the Big Bear earthquake. The peak ground acceleration at the bridge site was only about 0.1g for both these earthquakes. With the aid of visual examination and simple analysis it is deduced that (1) the spikes were caused by forces generated at separation joints by impacts and stretching of the cable restrainers between adjacent bridge segments; (2) the forces of impacts and cable stretching are directly proportional to the size of the spikes and can be estimated by the use of a simple formula; and (3) the spikes travelled from their source to other locations on the bridge with the velocity of a compression wave propagating through concrete.  相似文献   

热带内外地区相互作用研究     

余斌  黄荣辉 《地球科学进展》1995,10(4):360-366

本文回顾了近年来有关热带内外地区相互作用的研究进展。它主要包括三个方面：（１）热带外扰动对热地区的影响；（２）热带地区大气了研究；（３）热带对热带外地区的影响。本文内容涉及了有关观测资料分析、理论研究以及数值试验三个方面的研究成果。  相似文献   

Boundary-layer flow and turbulence near porous obstacles     

Hao Wang  Eugene S. Takle 《Boundary-Layer Meteorology》1995,74(1-2):73-88

We derive a set of governing equations for flow through porous obstacles by employing a two-step averaging processes. The Navier-Stokes equations under the Boussinesq approximation that describe the air space of the porous obstacle are subjected to high-wavenumber a veraging, which leads to a set of high-frequency (wake) turbulence equations. We then use conventional Reynolds-averaging methods to obtain statistically steady mean and turbulence equations that include interactions between wake and shear turbulence. Our method provides a theoretical basis for the cascade of turbulent kinetic energy. We use this approach to analyze the constants and parameters of simpleK-theory and higher-order closure models. We also discuss qualitatively the theory of the turbulence energy generation process and the significance of interactions between different turbulent mechanisms.  相似文献   

华南滨海断裂带地震危险性的数学模拟   总被引：5，自引：1，他引：5  

丁原章  黄新辉 《华南地震》1995,15(1):14-20

华南滨海断裂带是南海北部规模巨大的活动断裂，其地震危险性的确定将为地震几地震工程提供地质背景依据，应用二维有限元分析和正交设计法反演南海北部及其今近地区的构造应力场，探讨可能发震的危险地段。研究结果表明，滨海断裂带的某些地段，尤其是滨海断裂带被ＮＷ向断裂切割的部位有一定的地震危险性。南海北部地区最主要的地震威胁来自巴士系断裂带和珠江口盆地南缘的ＮＷＷ向断裂带，对华南滨海断理解带潜在的地震危险性不宜  相似文献   

蕴震系统自组织演化与构造微动态研究     

黄清华  周矾愚 《华南地震》1995,15(2):22-28

蕴震系统是在多种环境动力因子作用下，由多个不同性质、不同层次的子系统强烈相互作用所形成的“复杂巨系统”或“复杂的非线性动力学系统”。本文概述了蕴震系统的自组织演化理论，提出并采用蕴震系统方向信息合成法研究了相应的构造微动态特征。  相似文献