修正剑桥模型在DPC桩—土结构层中的应用分析

针对DPC桩-土结构层开展大型直剪试验,基于试验分析,在考虑DPC桩-土结构层注浆影响上引入临界应力比,构建了可描述应变软化的修正剑桥模型应力应变方程。直剪试验表明DPC桩-土结构层剪切特性表现为剪切软化,具有明显的峰值强度和残余强度,呈现出明显的结构性,其特征与超固结的黏土的剪切应力应变曲线特性类似。推导出的修正剑桥模型能较好的解释实验结果,所得出的结论对DPC桩的设计有一定的指导意义。      

Small-scale ductile shear zones as transposed rheologically weak domains: A numerical modeling investigation and practical application

We test the hypothesis that small ductile shear zones are developed from initial rheologically weak domains. We regard weak domains as ellipsoidal inhomogeneities and apply Eshelby's formalism extended for power-law viscous materials to investigate the kinematics and finite strain evolution of the partitioned flow fields in weak domains. We show that, under an imposed bulk flow field, weak domains, regardless of their initial shapes and orientations, deform into zone-like features at relatively small bulk strains and the deformation paths inside weak domains have all characteristics expected in ductile shear zones. We apply our model to the Cap de Creus area Spain, where abundant small ductile shear zones exist. To relate the fabrics inside these shear zones with the regional deformation, we take a multi-scale approach. We assume that the area contained many weak domains which were randomly shaped and oriented initially and were deformed into shear zones eventually in response to the regional flow. We constrain the regional flow field by the fabric patterns across the area and compute numerically the partitioned flow fields in individual weak domains. The latter are related to fabrics inside shear zones. Our model reproduces first-order features of field-observed fabrics. Although the deformation path of each shear zone was close to simple shearing, the deformation of the whole belt was not. Our approach also resolves the strain compatibility problem for a finite-sized shear zone embedded in a far less deformed country rock.     

衡山界牌倾滑韧性剪切带的变形特征与应变分析

本文在前人工作的基础上,通过大量的第一手资料,对衡山界牌倾滑韧性剪切带（以下简称该带）的分带、变形特征、形成环境进行了探讨;对该带的几何学、运动学特点进行了分析,计算了该带的变应程度和位移量,并探讨了该带的成因及演化模式。     

高产高效矿井地质条件的定量预测与检验模型

提出地质等性块段法与模糊综合评判法相结合评价煤层开采地质条件的方法对评价指标系统、验证指标系统、指标值赋值及合成,权系数和算子选定,评价方法及评价结果的验证,评价工作流程作了阐述,通过实例证明该方法客观可靠,有推广价值。     

简单剪切——中国活动构造变形主要机制

采用简单剪切对中国活动的构造组合进行解译,提出简单剪切是主要变形机制,着重对简单剪切依据进行了论述,对简单剪切与老构造的关系作了初步讨论,提出需要继续探讨的主要问题。     

连云港海相软土不排水强度特征

连云港地区软土为碱性环境下沉积的非均质海积软土,软土抗剪强度具有固有各向异性。采用三轴不固结不排水剪切（UU）试验、无侧限抗压强度（UTC）试验、快剪试验和原位十字板剪切（FVT）试验4种方法,对连云港地区软土的不固结不排水抗剪强度特征进行了研究。结果表明：土体水平剪切面强度最低,竖直面抗剪强度最高;土体制样采用垂直方向的切取试样方式时,土体强度最高。根据三轴UU试验得出的黏聚强度和内摩擦角基于土体单元极限平衡理论恢复了土体剪切破坏时的应力状态,计算出土体实际抗剪强度。三轴UU试验得出的抗剪强度平均值约为13.13 kPa,试样破裂面与水平面的夹角在45.1°~45.7°区间最为集中。UTC试验测得的土体平均抗剪强度近似等于三轴UU试验测得的平均抗剪强度。FVT试验测得软土抗剪强度平均值为19.72 kPa,与三轴UU试验和UTC试验得出的抗剪强度平均值相比高了约6.60 kPa,这种现象与室内试验试样的机械扰动、土体应力状态改变和剪切面特征有关。     

高温后花岗岩巴西劈裂抗拉实验及超声特性研究

采用非金属超声检测分析仪和液压伺服试验系统装置,研究不同温度（25 ℃～1 000 ℃)作用后花岗岩的超声特性,分析不同温度条件下花岗岩的劈裂抗拉强度。结果表明,（1）高温后花岗岩的纵波波速、超声波形以及劈裂抗拉强度都与温度的变化密切相关;（2）随着温度的增高,花岗岩试样的纵波波速和劈裂抗拉强度逐渐减小,经历1 000 ℃高温后,纵波波速下降90%,劈裂抗拉强度下降65%,并且,纵波波速和抗拉强度间存在一定的相关性;（3）超声波波形随温度升高由整齐变混乱,由密集变稀疏,尤其在800 ℃波形变化最明显;（4）花岗岩试样的热损伤不断增加,经历1 000 ℃热损伤后,试样的脆性增加,变得轻脆易碎。     

陕西略阳煎茶岭金矿床成矿作用探讨

煎茶岭金矿床位于勉略宁三角区东北缘,矿体产于环绕超基性岩体分布的含金蚀变带中,属蚀变岩型矿床。由于对其成矿作用认识分歧较大,严重影响了后续的找矿勘探工作。从矿床地质特征入手,通过矿区岩矿石常量元素、微量元素、稀土元素以及硫、氢、氧同位素的测试分析,探讨其控矿因素和成矿机理。结果表明,矿床受叠加于接触带部位的韧脆性剪切带控制,成矿不仅与超基性岩有关,而且与花岗斑岩关系密切。花岗斑岩的侵入引起超基性岩的彻底蚀变,同时导致原岩中的金等成矿物质被释放出来。矿石、蚀变超基性岩、白云岩中黄铁矿的硫同位素组成与花岗斑岩中黄铁矿的硫同位素组成具有较好的一致性,并表现出一定的规律性,说明花岗斑岩提供了成矿所需的硫;矿石氢、氧同位素组成介于岩浆水与大气降水之间,且多数样品聚集在雨水线附近,暗示花岗斑岩提供了初始热液,随着成矿作用的进行,大气降水不断加入,从而形成复合热液。鉴于矿床与花岗斑岩的密切关系以及铬云母化的产出特点,根据同位素年龄,认为矿床形成于印支中期—燕山中期。     

基于C#编程统计地球化学异常特征参数及综合异常评序的方法

在地球化学勘查项目的资料整理中,应用C#2.0语言编制应用程序,实现批量统计圈定地球化学异常的特征参数及综合异常参数和评序,方法简便,省时、准确。首先建立包含样点坐标和元素分析数据的文本格式文件,将MapGIS软件制作的地球化学异常图及综合异常图的异常边界线转换成"SDTF格式",利用程序读取各元素异常区内的数据,统计其异常面积、平均值、衬度、规模等异常特征参数。再根据程序计算后的综合异常面积、平均衬度、规格化面金属量三个指标对其进行评序,输出统计结果值表,该方法为进一步研究地球化学异常特征提供了数据支持。     

Usage of strain and vorticity analyses to interpret large‐scale fold mechanisms along the Sanandaj–Sirjan HP‐LT metamorphic belt,SW Iran

3D finite strain analyses and kinematic vorticity measurements were carried out on the Loghon Anticline within the HP‐LT Sanandaj–Sirjan metamorphic belt (Neyriz area, SW Iran). Rƒ/φ and Fry methods were used on the strain markers (e.g. deformed fossils) to interpret geometric relationships between the fold axis, strain ellipsoid axes and shear zone boundaries. The results indicate the predominance of prolate strain in the anticline. Quantitative kinematic analyses show that the W_k parameter is 0. 67 ± 0. 06 (i.e. pure‐shear dominated non‐coaxial flow). This study quantitatively supports the establishment of a dextral transpressive system, which is responsible for the development of the large‐scale right‐lateral shear zones that strike sub‐parallel to the major folds. Flexural shear combined with regional dextral‐shear is suggested to be the most common mechanism of folding in this area. Copyright © 2011 John Wiley & Sons, Ltd.