粗粒土动强度试验成果的分析方法

介绍一种新的粗粒土动强度试验成果的分析整理方法。在对试验所获资料进行误差分析的基础上,认为这种方法可为工程设计的可靠性分析提供方便和依据,同时,也有效地弱化资料分析整理过程中的人为因素。     

再论岩金矿化类型及成因

列举我国主要岩金矿床各种矿化类型实例。分析了复式矿化类型形成原因，拟定出矿化类型的表示法。按不同矿化阶段基本化类型的异同，将复式矿化类型分为同型迭代、异迭代和混型迭代３类；按不同矿化阶段矿化的相互构造关系，对各类分为平行迭代、交切迭代共１２个亚类。     

大型滑坡滑带土结构强度再生特征及其机理探讨

大型滑坡滑带土强度参数的正确选取，是作好滑坡稳定性评价和抗滑工程设计的重要环节。本文在现场调研和室内试验基础上，揭示了只要具有一定滑体厚度的滑带土，沿滑面具有强度再生现象，尤其在抗剪强度参数中显著存在一定量值的结构强度。讨论了结构强度再生的条件、变化规律及其再生机理，论证了滑带土的残余强度仅仅是一种瞬时效应，为滑坡滑面强度参数的选取与评价提供了重要的理论依据。     

两种桩体材料复合地基性状的对比研究

通过生石灰搅拌桩和CFG桩的室内力学试验和复合地基现场载荷试验，结合数值分析结果，对这两种桩材的复合地基性状进行了分析研究，并对复合地基的设计计算提出一些新的观点。     

对软土抗剪强度试验的探讨

对沿海一带新建公路、铁路所作的软土试验中，经过分析研究，提出了试验方法的选择，强度指标的确定，影响强度的因素等，进行了客观论述。     

数字影像上特征信息的小波表示

影像特征的表示和描述是计算机视觉中的重要内容。本文给出了基于小波变换的影像特征检测算法，从理论上说明了利用不同分辨率上小波变换系数的模值描述特征强度的合理性。     

Application of distinct element method in dynamic analysis of high rock slopes and blocky structures

Comprehensive studies on the dynamic behaviours of a high rock slope of the Three Gorges shiplock and a blocky arch structure are performed using the distinct element method (DEM). Some additional functions have been incorporated into the current DEM code, including a scheme of non-uniform seismic input on the boundaries and an improved triangular mesh generator for deformable elements. Parameters from the field and laboratory tests of the project are used in the analysis of the shiplock slope. Comparisons between the DEM results and the field measurements under the excavation unloading process are made and the good agreement obtained demonstrates the effectiveness of the DEM for predicting the deformation process of the slope. The above examples of the high rock slope and the blocky arch demonstrate that the effects of different earthquake input, input mechanism and parameters on the dynamic response behaviours and collapse pattern of the systems are significant.     

Influence of width/height ratio on post-failure behaviour of coal

Conclusions The post-failure slope immediately after strength failure decreases on the negative side with the increase inw/h ratio. Atw/h equal to around 10 or 11 this slope becomes almost zero and then again the slope increases but on the positive side with further increase inw/h ratio.At loww/h ratios, the post-failure characteristic touches the abscissa ultimately. Forw/h greater than 4 or 6 after an initial fall, the broken mass starts reconsolidation on further loading due to high lateral constraints provided at the centre and the curve starts rising again. Forw/h ratios greater than 10 or 11, there is no loss in the post-failure strength.     

胶东河西金矿控矿断裂及矿体预测

本文以野外地质观察为基础,运用显微构造、岩组、构造地球化学等多种手段,对河西金矿断裂构造及其控矿作用进行了探讨,并进行了矿体预测,得到了证实,取得了可喜的经济效益。     

The petrography,structure and mechanical behaviour of coals

Summary The objective of this study is to determine the parameters which influence coal's mechanical behaviour. The two coals examined (HBL, Simon, France and Barro Banco, Brazil) structurally originated from different deposits. The differences are readily explained by the contrasting composition of vitrain, clarain, durain and fusain. Their mechanical behaviour is linked to their petrographical composition. The Lorrainain coal behavioural pattern was evaluated. It is elastobrittle or elastoplastic with progressive failure. Brazilian coal behaves according to a pattern of elastoplastic with progressive failure or perfect elastoplastic.