福建省地层多重划分,对比研究（续）

福建省地层多重划分、对比研究（续）李兼海，王国平，郑铁藩，梁诗经（福建省区域地质调查队，三明，３６５００１）３晚三叠世一新第三纪印支运动后，福建地壳发生了重大变革，全境由海转变成陆地。晚三叠世一中佛罗世，除闽西南局部地区有海湾泻湖相沉积外，皆为河流一...     

嵌岩桩静载试验结果的研究与讨论

根据１９个工程７１根嵌岩桩静载试验的实测资料，论述了嵌岩桩静载试验结果的特点，对Ｐ－Ｓ曲线进行了分区；提出了嵌岩桩质量分类体系表；研究了嵌岩桩的变形与破坏特点，并对破坏类型作了划分；同时，还讨论了嵌岩深度和嵌固力的测定。     

“多元聚合分类”在预报上的初步应用

“多元聚合分类”是作者提出的旨在解决‘“相对最优分类”的一种可行的客观分类方案[1]。作者通过对南昌1990－1994年6月份资料的分析，说明该分类方法应用于预报有较好的效果。     

应用点群分析研究柴达木盆地盐湖的地球化学分类

应用数学地质中常用的点群（聚类）分析方法研究了柴达木盆地盐湖的地球化学分类，并与其它学者盐湖水化学分类法进行了对比研究，探讨了二者之间的共同点与差异，并且对新的分类中各类元素的地球化学特征进行了总结     

西秦岭西成地区泥盆系研究的新进展

西秦岭“西汉水群” 的地层时代和划分对比是一个长期争议的问题。本文通过对地层的岩性特征、生物群、矿物及地球化学特征的分析,重建了地层系统,并首次研究了本区的牙形石,确定了地层层序及地质时代,指出前人建为上、下关系的“洞山组(D_3)”、“西汉水组(D_2~2)”和“安家岔组(D_2~1)”实属同期异相地层。新的地层系统包括黄家沟组、红岭山组和双狼沟组。中、上泥盆统界线在红岭山组中部。     

用于土地利用分类的计算机复合分层分类方法——河北省南皮县土地利用分类研究

本文介绍了遥感图像的计算机复合分层分类方法:在用马氏距离判决分类基础上,引入了土壤图、地形图和纹理结构信息以及专家知识,对初始分类结果进行了分层判决。提高了分类精度。     

地图投影系统进一步补充的可能性——关于多圆柱投影

本文指出了地图投影分类系统中还有若干“空白”有补充的必要和可能,并以多圆柱投影为例,阐述了它的建立原理,用三个实例说明了多圆柱投影的建立过程。作者认为补充这一类投影既使地图投影分类得到进一步充实,同时对教学活动也有积极意义。     

Weathering potential index for rocks based on density and porosity measurements

Rock samples belonging to ten lithological types under different stages of weathering, were collected from different stratigraphical horizons at Bhagalpur. Their densities and porosities were determined experimentally and the data obtained were fitted empirically in a linear equation for each lithological type. The slopes of the curves, which were negative in each case, showed that the increase in porosity for the same decrease in density were in the order, white sandstone > ferruginous sandstone > white claystone > porphyritic gneiss > quartzite > pegmatite > amphibolite ≅ biotite gnejss > basalt ≅ dolerite. A new weathering potential index based on the density-porosity data was proposed and the values for a specific stage of weathering for all the lithological types studied fall within the same range.     

A simplified conceptual model for estimating roof bolting requirements

Summary The selection of rock bolting lengths and spacings for a mine roof or back is relatively straightforward when wedges of rock bound by discrete discontinuities require support, or when the immediate roof can be anchored into a recognizably stable layer or rock mass. When neither of these situations is present the choice of bolt lengths and spacings is more difficult.In this paper a simplified conceptual model is presented which invokes the concept of an ellipticallyshaped zone of loosening above the opening, all, or a portion of which, may require support. The analysis includes the influence of opening span, height,in situ stress state, and rock mass quality as measured by the CSIR Rock Mass Classification.Validation of the model was sought by analysing a number of case histories in the literature.