冻结粘性土的变形分析

通过三轴压缩试验条件下冻结粘性土变形分析,发现冻结粘性土的体应变明显不为零,随荷载的变化而变化。加荷初期试样体积收缩。但随着荷载的进一步增大而变为膨胀;轴向应变则随偏应力的增大而磁大,表现出明显的粘塑性特征。应力－应变曲线上的准弹性段、屈服处和粘塑性段刚好分别对应体变曲线上的体缩段、体缩量大处和膨胀段。根据冻结粘性土变形曲线。给出了考虑体变形的应力－应变关系。     

Quantification of stability improvement of a dump through biological reclamation

An integrated study on biological stabilisation of a dump slope has indicated that biological reclamation with grass and tree species should be considered for long term stability of this coal mine dump in India. The grasses have greater soil binding capacity and help to control soil erosion and improve dump stability. Native grasses such as Bamboo (Dendrocalmus strictus) and Kashi (Saccharum spontaneum) are the important constituents of grass species which can stabilise the dump slopes. Field observation of growth performance of grasses have indicated that mean grass height, root depth and below-ground root biomass are 185 cm (±68), 45 cm (±5) and 467 g m^–2 (±170), respectively after three years of grass growth on Mudidih overburden dump slope in India. The growth performance of tree species, namely Sisum (Dalbergia sisoo) and Subabool (Leucena lecocephala), in terms of height, diameter increment, below-ground biomass and root depth have shown mean values of 219 cm (±94), 48 mm (±6), 4.0 kg m^–2 (±1.5) and 1 m (±0.1), respectively. This acts as biological fertility which helps in root proliferation and enhancement of dump stability. From the numerical modelling it is suggested that roots of these grass and tree species have significantly enhanced the factor of safety of dump from 1.4 to 1.8 and therefore have a positive role in maintaining long term stability.     

冲积沉积构型单元分析法——原理及其适用性

通过对构型单元分析法原理和构型单元界面定义的回顾并结合对延长组的研究，发现构型单元分析法适用于以冲积作用为主要沉积物搬运方式的沉积地层。对岩性呈渐变过程、界面类型单一、界面级别难以确定、成岩改造强烈、同沉积变形发育以及底辟作用强烈的地层，不宜使用构型单元分析法。在河口湾、潮间带和河流三角洲前缘环境中形成的沉积体也不适合进行构型单元分析。     

Investigation on the geological and geotechnical factors leading to a major slope failure at a selected site on a Jordanian highway

During and after the very wet 1991/1992 winter experienced in Jordan, significant slope failures occurred along several sections of the new Irbid-Amman highway in Jordan. The topography over most of the route is hilly, and significant amounts of cut and fill were used to construct the highway. One such slope failure lies at 44+800 km on the highway south of Jerash City at a distance of about 5.0 km from Wadi Zerqa bridge. A landslide occurred downslope of the highway embankment resulting in a collapse of the most of the gabbion wall supporting the embankment. This paper deals with the overall stability of the slope at 44+800 km. It presents the geological and geotechnical studies carried out at this site, identifies the causes and mechanism of instability, and presents appropriate remedial measures. The study concluded that the landslide movement occurred within the colluvium material. It resulted primarily from excess piezometric pressures generated within the slope as a direct consequence of inadequate drainage. It is recommended to reconstruct the entire gabbion wall with its foundation seated on the sandstone that underlies the colluvium and to install a surface drainage system at the site.     

Multiple episodes of tectonothermal processes in the Eastern Ghats granulite belt

A suite of rocks from Borra Carbonate Granulite Complex (BCGC) in the Eastern Ghats granulite belt displays superposed structures and overprinted mineral assemblages that reveal multiple episodes of tectonothermal reworking of the complex under granulite facies condition. Five distinct episodes of deformation (D₁, D₂, D₃, D₄ and D₅) and four phases of metamorphism (M₁, M₂, M₃ and M₄) are recorded. The signature of the earliest tectonothermal event, D₁ is a gneissic foliation (S₁) denned by segregation of peak granulite facies mineral assemblages corresponding to prograde M₁ metamorphism. M₂ metamorphic overprint represents an episode of near-isobaric cooling of the complex under a static condition. D₂ represents an episode of ductile deformation manifested by isoclinal folding (F₂) and associated extensional structures, within a broad framework of coaxial bulk deformation. The present study reveals that D₂ took place subsequent to M₂ - Subsequent deformation, D₃, produced F₃ folds and also deformations of boudins formed during D₂. M₃, which is synchronous with F₃, represents a near isothermal decompression of the BCGC. This was followed by a weak structural readjustment (D₄), producing E-W cross folds. The latter was not, however, associated with any recognizable petrological reworking. In the terminal events, deformation (D₅) and mineral reactions (M₄) were localized along narrow intersecting shear zones. The latter acted as channelways for carbonic and still later hydrous fluid infiltration. The available thermobarometric data from BCGC and other areas of the Eastern Ghats belt reveal that reworking during M₂ and M₃ ensued in a thermally perturbed regime. The high thermal regime might also have persisted during carbonic fluid infiltration related to terminal reworking (M₄).     

论江西双桥山群的底界问题

１∶５万庐山地区区域地质调查和专题研究,在星子县黄岭一带发现一套巨厚层状复成分的变质砾岩。根据该变质砾岩的砾石成分、变形组构及区域分布特点,以及上部（双桥山群）与下部（星子岩群）地层在变质与变形方面存在明显差别,认为变质砾岩应属于双桥山群的底部层位,是中元古界双桥山群与下伏下元古界星子岩群不整合关系的佐证。由于受后期构造叠加改造的影响,现今二者呈断层或隐蔽不整合接触关系。     

Some foundation stability problems of the railway bridge over the Mala Rijeka

SummarySome Foundation Stability Problems of the Railway Bridge over the Mala Rijeka The authors presented an outlay of problems occurring in estimating the stability of rocky slopes loaded by large vertical forces. General attitudes, kept by the authors during the stability analysis for an actual case — foundation of piers No. 3 and 4 of the railway bridge across the Mala Rijeka, are also presented. The results of calculation as well as the advantages of the approach applied are outlined in the paper. Finally, general conclusions are drawn regarding the method to be kept in solving the stability of slopes loaded by large artificial loading.With 7 Figures     

大别超高压岩石中石英的组构和变形

通过对大别地区不同超高压岩石和同一超高压岩石中不同变形期次石英的变形特征的研究 ,探讨超高压岩石折返时的流变学特征和状态。运用野外构造解析、组构分析、透射电镜和应变分析发现 ,除榴辉岩中静态重结晶石英外 ,其它超高压岩石中石英均发生了强烈的塑性变形 ,波状消光、变形纹、变形条带等极为常见。石英石榴岩中石英交叉滑移位错的发育 ,说明经历了高温位错蠕变 ,其代表的差异应力为Δσ =78.92MPa。石英脉的变形是超高压岩石折返到中地壳以后的角闪岩相退变峰期产物 ,其差异应力为Δσ =2 5 .2MPa。超高压二云母片岩中石英典型的糜棱结构代表的差异应力为 :Δσ =5 9.6 1MPa。大别超高压岩石可能是在构造应力比较低的情况下区域隆升的结果     

蛮寨滑坡变形特征及成因分析

通过蛮寨滑坡的调查与分析认为，特有的地质地貌条件及古滑体的存在，是该滑坡形成的内在原因，降雨及人为活动是滑坡的外在因素。蛮寨滑坡属危险性滑坡，目前处于蠕动变形阶段。     

可靠性数学在斜坡稳定性分析中的应用

本文将可靠性数学的相关理论引入斜坡稳定分析中，结合斜坡在变形破坏中的各影响因素均具有一定随机性的实际情况，提出了基于概率方法的斜坡稳定性可靠性计算公式，具有一定的现实意义。