球面交切法地震定位

提出了适合于近震及远震定位的球面交切法。该方法在球面上直接进行交切运算,只要知道3个以上台站的S-P到时差(或只要根据震相求出震中距)就能快速定出震中位置,台网布局、震源深度、发震时刻对震中定位的影响较小。使用该方法对三峡水库蓄水以后发生的较大地震进行了精确定位,结果表明其应用效果较好。     

甘肃北山1∶5万前红泉等三幅矿产远景调查新进展

为查明甘肃北山前红泉一带地层、岩浆岩、构造等地质特征和成矿地质条件,总结成矿规律,进行矿产资源远景评价和成矿预测,开展了 1 ∶ 5万前红泉等三幅矿产远景调查工作.通过4个年度工作,重新厘定了工作区地层系统,建立了区内岩浆岩演化序列,在构造解析的基础上探讨区域构造演化史.将"O-S"地层(敦煌岩群)解体为4个填图单元,...     

Explicit stress–strain equations for modeling frictional materials

In this paper, a comprehensive study on simulating the shearing behavior of frictional materials is performed. A set of two explicit equations, describing the relationship among the shear stress ratio and the distortional strain and the volumetric strain, are formulated independently. The equations contain three stress parameters and three strain parameters and another parameter representing the nonuniformity of stress and strain during softening. All the parameters have clear physical significance and can be determined experimentally. It is demonstrated that the proposed equations have the capacity of simulating the complicated shearing behavior of many types of frictional materials including geomaterials. The proposed equations are used to simulate the stress–strain behavior for 27 frictional materials with 98 tests. These materials include soft and stiff clays in both reconstituted and structured states, silicon sands and calcareous sands, silts, compacted fill materials, volcanic soils, decomposed granite soils, cemented soils (both artificially and naturally cemented), partially saturated soils, ballast, rocks, reinforced soils, tire chips, sugar, wheat, and rapeseed. It has been demonstrated that the proposed explicit constitutive equations have the capacity to capture accurately the shearing behavior of frictional materials both qualitatively and quantitatively. A study on model parameters has been performed.     

吉林临江地区早元古代老岭群叠加变形作用研究

早元古代老岭群经历了三期构造变形，分别形成了三个特征各异的构造形迹组合。Ⅰ世代为层理榴皱组合，由斜卧诏皱、轴面片理和韧性剪切变形带组成；Ⅱ和Ⅲ世代为片理相皱组合，分别由各种位态的片理诏皱和轴面招劈理、膝折面理组合。Ⅰ、Ⅱ世代的原始构造线方位均为近南北向，为近共轴叠加，但固Ⅲ世代构造的改造，现今多变位为北东东向。Ⅰ世代构造形迹组合的特征显示老岭群的早期构造环境具有构造层次较深、以近水平韧性剪切变形作用为主导的特点。     

构造动力-火山岩浆同步一体成矿机制——以江西银山金铜多金属矿床为例

银山多金属矿床的形成经历了构造动力热液成矿及火山-岩浆热液成矿两个阶段。构造动力热液成矿奠定了银山矿床矿化的基本格局,火山-岩浆热液成矿作用叠加其上,形成了银山大型或特大型金铜多金属矿床。大量事实表明,两种成矿作用在时间上具同期性,构造动力热液成矿稍早些。在空间和成因上两者密切相关,它们构成了构造动力-火山岩浆同步一体的成矿体系。     

The influence of weathering on the geotechnical properties and slope angles of mudstone in the Mineoka earth-slide area,Japan

Three active earth-slide slopes of Tertiary mudstone were investigated: Slope 1 has an angle of 17 ?4°, Slope 2 of 12.9°, and Slope 3 of 11.6°. Infinite slope analysis indicated that the instability of these three slopes can be well explained by using the residual strength parameters of earth-slide soils near the sliding surface in conjunction with the highest ground water table. The residual angle of shearing resistance, ø'_r, plays an important role in the determination of slope angle because it differs greatly among slopes. Mineralogical studies and X-ray diffraction analyses were performed for the clay minerals included in the slope material. The results showed that illite and chlorite were found in Slope 1, and also in Slopes 2 and 3 together with interstratified illite/montmorillonite and montmorillonite. The degree of weathering is progressive in order of Slopes 1, 2 and 3. The alteration of clay minerals by weathering causes the reduction in ø'_r -values, i.e., 19.4° in Slope 1 (steep, less weathered) and 12.1-9.2° in Slopes 2 and 3 (gentle, much more weathered). This result indicates that the degree of weathering has a great influence on the value of ø'_r, which in turn determines the slope angle.     

小尖山金矿床赋矿层位及容矿裂隙特征

文章从赋矿层位、构造入手,研究了金矿形成的特殊矿源层及构造作用下的成矿裂隙特征,认为小尖山金矿位于全区含金丰度最高的石炭系下统雅满苏组地层内,差异的矿化特征主要由不同的裂隙导致形成.     

辽宁东胜地区金、银、多金属剪切带矿床控矿构造特征

运用剪切带控矿理论，通过对剪切带内变形岩石的应变测量和不同惊讶的成矿构造研究，阐明了辽宁东胜地区金、银、多金属剪切带矿床的控矿构造特征，探讨了此类矿床控矿构造与矿化的关系。     

韧性剪切作用下千枚岩中SiO2的迁移模拟实验—以金山金矿为例

实验较好地模拟了韧性剪切作用过程中ＳｉＯ２“释放－局部迁移”的迁移过程。实验结果表明：４００℃条件下,绢云母,绿泥石等矿物在韧性剪切作用下分解,解释出大量ＳｉＯ２,在成矿流体的参与下发生局部迁移,聚集。要使ＳｉＯ２发生大规模的迁移,富集,还需要一个相对开放的环境（如脆性剪切变形）。     

软弱夹层粘粒含量与抗剪强度参数的关系分析

分析表明,赋存环境相同、粘土矿物成分以伊利石为主的软弱夹层,在相同稠度状态下粘粒含量与抗剪强度参数具有很好的相关性。通过现场和大量的室内试验成果,建立了各种稠度状态下粘粒含量和抗剪强度参数之间的相关关系式,揭示了在研究粘粒含量对抗剪强度参数影响时,还应当考虑软弱夹层所处的天然状态。结合《温凝土重力坝设计规范》中提出的用粒度成分定量指标选取软弱结构面抗剪强度参数,对软弱夹层抗剪强度参数取值问题进行了探讨。