One-dimensional consolidation of soil under multistage load based on continuous drainage boundary

In engineering practice, a rapid loading rate can result in ground failure when the strength of soft soils is relatively low, and a multistage loading scheme is always utilized to deal with this situation. Firstly, under a multistage load and the continuous drainage boundary, an analytical solution of excess pore-water pressure and consolidation degree is obtained by virtue of the superposition formula of excess pore-water pressure, and a more general continuous drainage boundary under arbitrary time-dependent load is developed. Then, a comparison with existing analytical solutions is conducted to verify the present solution. A preliminary attempt on applying the continuous drainage boundary into the finite element model is made, and the feasibility of the numerical model for the one-dimensional consolidation under the continuous drainage boundary is verified by comparing the results calculated by FEM with that from present analytical solution. Finally, the consolidation behavior of soil is investigated in detail for different int erface parameters or loading scheme. The results show that, in land reclamation projects, a horizontal drain should be placed close to the boundary with a smaller interface parameter to improve the consolidation efficiency. The degree of consolidation is also related to the applied time-dependent load and interface parameters.     

塔北隆起X型走滑断裂成因机制的新解释

塔里木盆地塔北隆起发育两组呈小角度相交(40°)的透入性X型走滑断裂,分别沿着NNE走向和NNW延伸。在对塔北哈拉哈塘地区三维地震资料解释的基础上,对走滑断层的几何展布特征以及断层的剖面变形特征进行研究;同时重点解析了RP6断裂和HA13断裂,分析比较NNW向与NNE向断层的变形及发育特征差异;结合盆地重磁资料以及周缘造山带的活动特征,对塔北隆起小角度的X型走滑断层的发育机制以及演化进行了分析。研究表明,塔北隆起走滑断层在垂向上具有明显的分层变形特征,分为三个构造层:震旦系-中寒武统下构造层(TH₃界面以下)、上寒武统-中奥陶统中构造层(TH₃-TO₃t界面)和上奥陶统-石炭系上构造层(TO₃t-TP界面)。断层在下构造层和中构造层中整体处于压扭环境,多发育正花状构造;上构造层中断层主要发育负花状构造或正断层,整体处于张扭环境。两组断裂比较,NNW向断裂活动性强,在各构造层中均有显著的断裂特征发育,垂向连通性强,发育先存基底断裂,而NE向断层主要发育在中构造层,在下构造层和上构造层中断层发育不明显。活动性分析表明,断层的形成与演化具有多期性,走滑断层的形成经历了三期主要活动:中寒武世末、中晚奥陶世和志留纪-石炭纪。塔北隆起X型走滑断裂的形成受到了NNW向基底断裂和薄弱带的控制,NNW向先存基底断裂带或薄弱带优先发育走滑断裂,基底断裂与主挤压应力方向的夹角小于45°-Φ/2,NNE断层的发育受NNW向先存断裂限制,最终形成小角度相交的X型断裂。     

江西某高填方路基病害多阶段注浆加固工程实录

因水的浸泡作用及未清基导致江西某高填方路基产生病害,笔者用边坡多阶段注浆方法对其整治,设计及施工实践证明边坡多阶段注浆加固模型是正确的,也是适用的.多阶段注浆具有工期短、速度快,可以边施工边使用,既经济又稳妥,不改变已建成的道路外貌,能最大限度减少各方经济损失;多阶段注浆法及其加固模型可以在工程中使用.     

内蒙古迪彦钦阿木斑岩钼矿床绿泥石和绿帘石矿物化学特征及其成矿指示意义

迪彦钦阿木矿床位于大兴安岭中段二连浩特-东乌旗多金属成矿带,是区内新近发现的一个超大型斑岩钼矿床.为了厘清蚀变矿物的成分对找矿的指示意义,文章运用电子探针和LA-ICP-MS对迪彦钦阿木矿床青磐岩化带绿帘石亚带的绿泥石和绿帘石的主微量元素成分进行了分析.电子探针数据表明,这些绿泥石属于铁斜绿泥石(辉绿泥石).绿泥石四面...     

陕甘川交界区碧口群的绿帘石及其岩石学意义

绿帘石广泛分布于碧口群的各类变质岩石中,但以变质基性岩(绿片岩和蓝片岩)为主。绿片岩中绿帘石X_(?s)=0.23—0.37,但多为0.30—0.32,在不同样品中绿帘石成分变化很大,但同一样品中绿帘石变化不明显,说明其成分与全岩成分有关。蓝片岩中绿帘石X_(?s)=0.22—0.36,其成分在同一样品中也有很大变化,一般细粒者ps分子少,而粗粒者ps分子多,且常发育环带结构,向中心ps分子减少,说明蓝片岩可能经历了一个以降压为特征的变质过程。此外,该群也偶见绿纤石,但它们均被绿帘石包裹,不能构成独立变质相。     

Lithium Ion Extraction from the High Ration Mg/Li Salt Lake Brine with Ionic Liquid in Triisobutyl Phosphate and Kerosene

正1 Introduction As the lightest metal with the unique properties of energy production and storage,lithium is regarded as the new century energy metal.Lithium and its compounds were widely used in various industrial fields,especially in     

层状边坡倾倒变形多级折断面分布深度计算模型

针对反倾层状岩质斜坡倾倒变形折断面空间展布缺乏定量判断的问题,以地质原型和变形机制分析为基础,考虑岩层自重、上覆岩层盖重、侧向压力、岩层间的摩擦力等作用,提出了岩板倾倒折断的独立悬臂梁模型和独立简支梁模型。采用板梁的最大拉应力破坏准则,推导出了倾倒变形各阶段岩层的临界折断深度公式。利用地质原型对推导的公式进行了验证,并通过离心试验获取了倾倒变形各阶段的坡形参数,对边坡各阶段折断深度进行了定量评价。研究表明：理论模型可计算倾倒变形层间剪切错动、弱倾倒破坏、强倾倒破坏等各阶段岩层的折断长度;岩层折断长度与岩层分布高程、拉应力、岩梁自身重度呈负相关,与岩层内摩擦角、岩层厚度、抗拉强度呈正相关;根据倾倒变形各阶段力学参数,计算倾倒体各级折断面分布位置,结果与地质原型和离心试验结果吻合。该研究成果对倾倒变形边坡稳定性评价具有一定的理论和实际意义。     

Stability relations of Mn–Fe–Al piemontite

Abstract Comparison of the stability relations of Fe-piemontite, Pm₁₇Ps₁₇Cz₆₆ (Ca₂Al₂Mn_0.5 Fe_0.5Si₃O₁₂(OH)), with similar experimentally determined results on Pm₃₃Cz₆₇ suggests that, at moderate f_o2, addition of Fe to piemontite raises its thermal stability and slightly decreases its sensitivity to oxygen fugacity. Reversal study of the reaction: Fe-piemontite + quartz = garnet (Gr₃₃Sp₂₇And₄₀) + anorthite + fluid at P_fluid= 2 kbar in cold-seal apparatus using solid oxygen buffers was completed. The data indicated breakdown of Pm₁₇Ps₁₇Cz₆₆ at 645°± 10° C along the Cu₂O–CuO buffer, 477°± 10° C along the Cu–Cu₂O buffer, and 365°± 10° C for the hematite-magnetite buffer. Mn-free clinozoisite and epidote have been shown to be stable to much higher temperatures than piemontite at moderate f_o2 (< Cu–Cu₂O). At very high f_o2, however, the presence of Mn⁺³ in a distorted octahedral site may permit persistence of piemontite to higher temperatures than Mn-poor epidote minerals. The compositional range of natural Fe–Mn–Al piemontites supports these results. Cation partitioning from piemontite-bearing parageneses also indicates crystallization at high f_o2, but application of the cited results should be made with caution. Synthetic phases were too fine-grained for optical or microprobe analysis, and reaction was often incomplete. The assumption that all Fe + Mn was contained in piemontite and garnet, respectively, in the low- and high-temperature assemblages is supported by the cell dimensions for these synthetic minerals, which are close to predicted values. The reaction is pseudo-univariant, as solid solution in garnet and piemontite would be f_o2-dependent in a more complex chemical system. Although bulk rock and fluid compositions may also have a marked effect on the stability of natural epidote–piemontite, f_o2 is the major control on Fe : Mn : Al in epidote minerals.     

新疆西天山查岗诺尔铁矿床环带石榴子石和绿帘石的发现及意义

查岗诺尔铁矿是新疆西天山阿吾拉勒铁矿带内的重要大型铁矿床之一。矿体赋存在下石炭统大哈拉军山组安山质火山岩中,与普遍发育的石榴子石化、阳起石化和绿帘石化时空关系密切。石榴子石和绿帘石分属不同热液成矿阶段,它们均发育丰富的环带结构,具体表现为明显地颜色、干涉色、背散射图像及成分（FeO、Al₂O₃、SiO₂、MnO、TiO₂）等差异性。石榴子石具有2个世代、3个类型。早世代石榴子石（Grt1和Grt2）产于块状石榴子石-磁铁矿蚀变岩,呈褐黄色,粒度较细,发育核-边结构,呈非均质性,显示异常干涉色,其核部（Grt1-c）均匀相对富钙铝榴石（Gro_51-53And_41-43Spr_4-8）,而边部（Grt1-r）发育振荡成分环带,总体相对富钙铁榴石（Gro_18-35And_60-77Spr_4-6）;Grt2核部（Grt2-c）呈均质性,为钙铁榴石（And_99-100Spr_0-1）,边部显异常干涉色,发育振荡成分环带,为钙铝铁榴石（Gro_34-54And_38-61Spr_6-9）。晚世代的石榴子石（Grt3）以细脉状或角砾胶结物形式分布,呈红褐色,自形粗粒结构,显非均质性,发育振荡成分环带,端员组分总体以钙铁榴石为主,次为钙铝榴石（Gro_27-43And_50-68Spr_3-8）。石榴子石结构和元素含量变化表明,早期石榴子石形成于弱氧化-氧化、中性-碱性流体体系,其中向边部生长过程,由于新注入流体以及周期性压力汇聚和释放,体系的氧逸度、pH值呈振荡变化;晚期石榴子石形成于弱氧化、弱碱性、动荡的开放流体环境。绿帘石发育3个世代（Ep1、Ep2和Ep3）。Ep1发育核-边结构,核部（Ep1-c）均匀无环带,X_Fe值（X_Fe=Fe³⁺/（Al+Fe³⁺）,原子比值）为0.19~0.21,w（MnO）为0.05%~0.18%,w（TiO₂）为0.10%~0.12%,生长边（Ep1-r）多发育振荡环带,X_Fe值为0.26~0.29,w（MnO）为0.01%~0.14%,w（TiO₂）为0.19%~0.26%。Ep2沿Ep1-r边缘生长,不均匀且经历了溶解-再沉淀过程,X_Fe值为0.15~0.20,w（MnO）为0.42%~1.19%,w（TiO₂）为0.02%~0.07%。Ep3呈柱状或不规则粒状交代Ep2、贴近或穿切Ep1-r生长,较均匀、无环带结构,X_Fe值为0.28~0.37,w（MnO）为0.12%~0.77%,w（TiO₂）为0.02%~0.10%。绿帘石成分变化表明,从Ep1-c到Ep1-r,到Ep2,再到Ep3,流体体系氧逸度经历了先增加,后降低,再升高的变化过程。同时,流体成分也在变化,先从相对贫Ti和Mn向相对富Ti贫Mn演化,而后又变为富Mn贫Ti。因此,在热液磁铁矿矿化阶段,查岗诺尔铁矿的成矿热液的物理-化学环境是不断变化的。研究显示,石榴子石和绿帘石结构和成分研究可以刻画热液成矿系统的流体演化历史。     

多级支挡结构地震主动土压力的极限分析

多级组合支挡结构形式在高边坡防护工程中得到了广泛采用,但现有研究却较少涉及这种支挡结构形式的地震土压力计算问题。应用拟静力法和塑性极限分析上限定理,并且基于强度折减技术,推导了重力式挡墙与两级锚杆挡墙组合支挡结构形式的地震主动土压力及其系数的上限解。该上限解考虑了水平和竖向地震系数、墙背倾角、坡面形式及多级支护方式、土体黏聚力、土体与墙背的黏附力等诸多因素。二级锚杆挡墙实例分析表明：静力条件下主动土压力计算值与现有相关方法的计算结果一致,土的抗剪强度折减系数、上挡墙锚杆轴力等参数,对下挡墙地震主动土压力影响显著。二级组合支挡结构地震主动土压力影响参数敏感性分析表明：水平地震系数以及重力式挡墙墙高和倾角的敏感性较大,上挡墙锚杆的轴力和倾角等参数的敏感性相对较小