钢套管灌注群桩施工顺序对多隧道的影响     

宋福贵  王炳龙  黄大维  张超  李培妍 《岩土力学》2012,33(8):2330-2336

通过理论研究和数值分析方法,分析了钢套管桩不同的施工顺序对邻近既有隧道的影响,并结合现场实测数据对分析结果进行了验证。首先,采用理论方法分析钢套管旋转下压过程中土塞柱的受力情况,建立微分方程计算土塞柱底端的应力、土塞柱受到的剪切扭矩和自身抗剪扭矩,进而分析得到了土塞柱发生剪切破坏和土塞效应的临界深度。在此基础上按是否产生闭塞效应,分两种情况研究了钢套管旋压过程中产生的土体膨胀率。然后,利用既得的土体膨胀率,通过理论分析和数值模拟方法分析了群桩不同的施工顺序对既有多条盾构隧道的影响,得出了相对较优的群桩施工顺序方案。工程现场实测数据与数值模拟结果的对比分析表明,上述计算结果与实际情况能较好吻合。该研究对类似工程具有理论指导意义和实践参考价值。  相似文献   

含软弱夹层岩体边坡爆破层裂特性及稳定性研究     

郝亚飞  李海波  郭学彬  张继春  夏祥  莫振泽 《岩土力学》2012,33(4):1178-1184

基于爆破相似理论建立含软弱夹层顺层岩体边坡爆破的力学模型,并介绍模型爆破层裂试验和剪切试验的设计思路及试验方法。以某石灰石矿采场黏土质夹层物为软弱夹层原料,通过相似模型试验研究爆破作用下含软弱夹层岩体边坡的层裂特性及稳定性。试验结果表明,爆破后可将软弱夹层分为爆腔区、压密区、影响区和无扰动区;爆腔区、压密区和影响区构成模型层裂区;爆前模型抗滑稳定安全系数最大、爆后次之、爆破过程中最小;层裂范围直接影响模型抗滑稳定安全系数。软弱夹层厚度对模型的层裂范围和抗滑稳定安全系数有较大影响。  相似文献   

Modelling the runoff-sediment yield relationship using a proportional function in hilly areas of the Loess Plateau, North China   总被引：7，自引：0，他引：7  

Zheng Mingguo  Cai Qiangguo  Cheng Qinjuan   《Geomorphology》2008,93(3-4):288-301

Based on data observed at the 12 small watersheds in hilly areas of the Loess Plateau, North China, the relationship between event runoff volume and sediment yield is examined. The results reveal that the runoff-sediment yield relationship at the inter-event timescale is mainly determined by the runoff-sediment concentration relationship at the intra-event timescale. In the study area, the sediment concentration tends to be stable when the flow discharge exceeds a certain critical value. Many factors that are important for determining the characteristics of low-magnitude events, such as flow discharge, particle size of fluvial sediment, and accumulation of loose material on land surfaces prior to a rainstorm, appear to have little importance for high-magnitude events. Consequently, mean sediment concentration tends to be stable for large flood events, suggesting a strong similarity between the two flow-sediment relationships at inter-and intra-event temporal scales. Furthermore, a proportional function is proposed to predict event sediment yield, and the correspondence between the predicted and observed sediment yields is examined. The performance of the model is good for high-magnitude events, especially extreme events. The applicability of the proposed model at the annual timescale is also discussed.  相似文献   

An experiment on temperature variations in sandstone during biaxial loading     

《Physics and Chemistry of the Earth》2015

The temperature response to stress–strain variations in rock is useful in developing an understanding of the thermodynamic property of crust. In this study, the temperature of sandstone during loading was investigated using laboratory biaxial testing. By changing the loading patterns, the deformation of a specimen was controlled to produce two distinct modes of strain: volume strain only and shear strain only. These strain modes were produced separately such that the temperature variation associated with the different deformation modes could be analysed. Experimental results indicate that temperature, as a scalar quantity, is notably sensitive to rock deformation. In the case of the volume strain, the temperature variation is positively correlated with the variation in the bulk stress. The temperature rises with the increase in hydrostatic pressure, and vice versa. In the case of the shear strain, experimental results repeatedly show two characteristics: firstly, there appears obvious increase in temperature in the area of pure shear strain, which is most likely related to local plastic deformation; secondly, the temperature drops in the area of tension during loading, whereas the temperature rises within the area of compression. This is to say, the state of crustal stress–strain should be obtained through the measurement of rock temperature.  相似文献   

基于多重分形特征的岩体结构面剪切强度研究     

陈世江  朱万成  于庆磊  王青元 《岩土力学》2015,36(3):703-710

Barton剪切强度模型是目前工程实践中普遍采用的强度公式,而实践应用时,该模型中结构面粗糙性系数（JRC）的评估存在主观性和片面性的缺点。鉴于此,应用多重分形理论,提出了采用多重分形参数准确量化JRC的方法。首先应用数字图像处理技术获取了结构面三维形貌数据信息;然后采用投影覆盖法进行了结构面的分形维数计算,重点对结构面的多重分形特征进行了分析,通过对比分析了构造的15个结构面的多重分形特征值。结果表明：结构面越粗糙,多重分形特征参数 和 值越大, 或 能够很好地描述结构面的形貌特征。最后对9组石膏试件进行了剪切试验,通过不同正应力下对应的剪应力数据分析,结合结构面形貌多重分形参数 或 ,以Barton剪切强度公式为基础,应用最小二乘法原理,给出了JRC与 及JRC与 关系。这样在工程实际中,可以用参数 或 对JRC进行估算,克服了JRC人为估值主观性及采用二维标准轮廓线评估片面性的缺点,为准确评估结构面粗糙度提供了一条新的途径。在此基础上,应用Barton模型可准确估算岩体结构面的剪切强度。  相似文献   

热-水-应力-迁移耦合条件下双重孔隙-裂隙介质的抗剪强度及有限元分析     

张玉军  琚晓冬 《岩土力学》2015,36(3):877-884

考虑裂隙的连通率、间距、孔隙基质和裂隙材料在表征单元（REV）中的体积分数,并假定双重孔隙-裂隙介质的等效内摩擦角保持常数,而等效黏聚力是固有黏聚力、等效塑性应变、基质吸力、溶质浓度及温度的函数,提出了一种在热-水-应力-迁移耦合条件下确定表征单元内任一平面上等效的黏聚力及内摩擦角的方法。针对一个假定的位于非饱和双重孔隙-裂隙岩体中的高放废物地质处置模型进行了数值模拟及分析。结果表明,基质吸力对于等效黏聚力的增强作用大于等效塑性应变和溶质浓度的减弱作用,使得等效黏聚力得到了提高,故减少了围岩中的塑性区;由此岩体应力、孔（裂）隙水压力及流速、孔（裂）隙溶质浓度的分布及量值也发生相应的改变。  相似文献   

内蒙古巴彦哈尔金矿床地质特征及成因初探     

张雪旎  王佳新  张赋 《地质与资源》2015,24(3):179-183

内蒙古巴彦哈尔金矿床位于华北陆块北缘艾力庙-锡林浩特中间地块西北缘.矿床赋存于中元古代温都尔庙群的绢云石英片岩和绿泥石片岩中.矿床的形成与区内韧性剪切带及华力西期岩浆活动关系密切.矿区内共圈定出5个矿体,总体走向为北西向,矿体呈似层状或透镜状产出,矿石类型包括石英脉型和糜棱蚀变岩型.金矿化与硅化和黄铁绢英岩化蚀变关系密切.结合矿床的矿体地质、矿物成分、矿物嵌布及围岩蚀变特征以及前人包裹体测温结果,认为矿床类型为浅成低温热液型金矿.  相似文献   

动剪切模量比对反应谱影响的定量分析     

蒋其峰  荣棉水  彭艳菊 《吉林大学学报(地球科学版)》2015,45(3):876-885

动剪切模量比的不确定性会对场地地震反应计算的结果产生较大的影响,而目前对这种影响的研究多限于定性分析,笔者利用渤海海域典型场地对这一影响进行定量分析。首先,建立了土层地震反应计算模型;然后,在不改变影响土层地震反应计算结果其他参量的前提下,赋予了原动剪切模量比一系列偏差并求得了场地反应谱的变化;最后,得到了反应谱对动剪切模量比的敏感度。结果表明:1)在动剪切模量比曲线增大(或减小)后,在基准反应谱的特征周期附近,存在一个反应谱相对于基准反应谱由增大转变为减小(或由减小转变为增大)的转变点。2)在概率水准2和3下:反应谱平台段对动剪切模量比的敏感度最高,其值基本上分布在1.0~3.0;反应谱下降段的敏感度绝对值随着周期的增大先迅速增大后逐渐趋于0,最大值达1.0以上;反应谱上升段的敏感度分布平稳,其值多分布在1.0~2.0。  相似文献   

新疆北部晚古生代大规模岩浆作用与成矿耦合关系研究主要进展及成果   总被引：6，自引：6，他引：0       下载免费PDF全文

张照伟  李文渊  张江伟  王亚磊 《中国地质调查》2015,2(6):20-25

新疆北部晚古生代地质构造演化复杂,岩浆作用形式多样,造就了大规模的成矿作用。本研究紧紧围绕岩浆铜镍矿床、斑岩型铜(钼)矿床及火山岩型磁铁矿矿床,从含矿岩体的岩浆起源、岩浆演化及成矿特点,系统研究深部相应岩浆活动的地质过程。通过典型矿床的深入剖析,建立相应矿床类型的成矿模式,破解制约找矿突破的控制因素,系统阐述了板块构造与地幔柱体制叠加并存的地质特征与成矿表现。鉴于塔里木地幔柱的活动特点和成矿表现,将其与新疆北部三类主要矿床类型建立关联,对比岩石学、年代学及地球化学特点,发现其成矿类型与塔里木地幔柱及板块构造存有密切关系,可能是两种构造体制叠加并存的结果。塔里木克拉通深部熔融的地幔物质,围绕刚性塔里木克拉通边缘不断上涌,并与表壳物质发生交换,随着俯冲板块的持续和减弱,深部上涌的地幔物质不断加强,先后形成因深部地幔物质多寡而金属聚集的不同矿床类型。  相似文献   

Characterisation of shear wave velocity profiles of non-uniform bi-layer soil deposits: Analytical evaluation and experimental validation     

《Soil Dynamics and Earthquake Engineering》2015

A crucial aspect of physical geotechnical model tests (under both 1-g and n-g conditions) is the evaluation of the initial (low-strain) stiffness of the soil layers of the sample test deposit, especially in the case of coarse materials. While for uniform soil deposits this issue can be addressed in a straightforward manner, e.g. by determining the fundamental frequency through the transfer function of an applied white-noise excitation, the problem becomes cumbersome for multi-layered deposits. After reviewing a number of available theoretical solutions, this paper illustrates a simplified yet reliable analytical procedure for determining the shear wave velocity profile (V_s) in a single or bi-layer deposit, taking into account the inhomogeneity of the individual soil layers, under the hypothesis of vanishing shear modulus at ground surface. The fundamental natural frequency of the inhomogeneous bi-layer deposit is analysed using the Rayleigh quotient procedure. The associated shape function is evaluated by considering the equilibrium of the soil column under a pseudo-static lateral inertial excitation imposed at its base, accounting for both layering and inhomogeneity. A validation of the proposed method is provided by comparing numerical results obtained from both time- and frequency- domain analyses against experimental data on Leighton Buzzard sand, from a recently-completed research project conducted on the shaking table facility at BLADE Laboratory, University of Bristol (UK).  相似文献