悬臂式支护结构设计中土层参数分算与合算的探讨   总被引：2，自引：0，他引：2  

杨佳平  郑毅  徐家斌 《世界地质》2005,24(3):293-296

针对基坑支护设计中土层参数的选取问题,以悬臂桩支护结构为例,在基坑支护设计中土层参数分别采用分算与合算两种方法计算,结果表明：当各土层差异较大时,采用两种方法计算得出的最大弯矩和埋深相差较大;采用合算的结果较小,分算的结果较大.采用m法对分算与合算的设计计算结果进行悬臂桩的位移和转角的计算,其结果都能满足工程技术相关规范要求.但合算的计算结果更经济,更符合工程实际需要.  相似文献   

层状饱和场地中圆柱形基础的阻抗函数     

韩冰  梁建文 《地震工程与工程振动》2019,39(1):1-7

本文利用间接边界元法,建立层状饱和场地中三维土-基础动力相互作用模型,研究了孔隙中流体的存在、场地动力特性和圆柱形基础的高度对基础阻抗函数的影响。数值结果表明,孔隙中流体的存在对基础阻抗函数有明显的影响,尤其是水平和竖向分量;场地动力特性也对基础阻抗函数有明显的影响,层状饱和场地中阻抗函数围绕相应均匀半空间结果振荡,且基岩与土层刚度比越大或土层厚度越小,振荡的幅度越大,土层厚度越小,振荡的周期越小;另外,基础高度也对阻抗函数有明显的影响,随基础高度增大,阻抗函数逐渐增大。  相似文献   

Modified Mohr–Coulomb-type micromechanical failure criteria for layered rocks     

Yi-Shao Lai  Chung-Yue Wang  Yong-Ming Tien 《国际地质力学数值与分析法杂志》1999,23(5):451-460

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非稳态热传导时层状路面体系的温度响应     

王路君  艾智勇 《岩土力学》2018,39(9):3139-3146

利用解析层元法推导温度荷载作用下非稳态热传导时层状路面体系的温度响应解答。从热弹性理论平面应变问题的控制方程出发,借助于Laplace-Fourier积分变换,推导出单层介质及下卧半平面的精确刚度矩阵即解析层元,结合有限层法原理及边界条件,组装并求解总刚度矩阵,得到其在变换域内的解答,最后通过相应的积分逆变换得到物理域内的真实解。由于该法刚度矩阵元素中不含正指数项,计算时不会出现溢出或病态矩阵的现象。编译了相应的计算程序,所得结果与有限元模拟结果吻合较好。在此基础上,对有限深度和半平面两种假定条件下的解答进行对比分析,并分析层状路面体系中位移和温度随时间的变化趋势及沿深度的分布规律。分析表明：温度场具有一定的影响深度,超过此深度,有限深度与半平面理论解答基本一致;温度荷载的影响深度与其强度有关,强度越大,其影响深度越深。  相似文献   

浆混花岗岩专题填图方法初探——以东昆仑加鲁河地区为例   总被引：1，自引：1，他引：0  

王连训  马昌前  熊富浩  王富康  郭富涛  刘敬 《地质通报》2017,36(11):1971-1986

东昆仑造山带花岗岩中广泛发育暗色微粒包体,含有丰富的壳幔岩浆混合作用的证据,被认为是研究岩浆混合作用的天然场所。适逢近阶段同源花岗岩谱系填图方案在造山带岩浆混合(浆混)花岗岩图区实践时深受质疑,本研究以东昆仑加鲁河地区浆混花岗岩为例,开展浆混花岗岩区专题填图试点工作,旨在探索一套适合浆混花岗岩填图的岩石单位划分方案。从野外地质、岩相学、岩石和矿物化学等不同角度论证了加鲁河花岗闪长岩及其内部包体形成于开放体系下的壳幔岩浆混合作用。在填图工作中,将图区内的岩浆岩划分为浆混花岗岩和非浆混花岗岩2个超单元。以岩浆混合作用为理论依据,将浆混花岗岩超单元划分为基性端元、酸性端元和浆混产物3个二级单位,对于2个端元岩石单位按照其矿物组成、结构构造等方面的差异(岩浆演化导致)再次划分最基本岩石单位——侵入体,对于浆混产物单位,建议可按照岩浆混合程度差异或者内部包体变化规律灵活划分基本岩石单位——浆混体。由此建立了一套可与同源花岗岩谱系单位相兼容的浆混花岗岩谱系单位划分方案,为岩浆混合花岗岩区开展填图工作提供了初步探索方案。  相似文献   

three-dimensional sensitivity coefficients of apparent resistivity and preliminary application     

XIE Tao  LU Jun 《地震地质》2015,37(4):1125-1135

We calculate three-dimensional sensitivity coefficients distribution of apparent resistivity observation when Schlumberger array is used by using finite element method. Analysis results suggest that for the situation of one-dimensional positive or minus coefficient of surface medium, three-dimensional sensitivity coefficients distribution at surface shows similar patterns, and sensitivity coefficients distributions of different layered electric structures are also similar. There are two approximate ellipses at the two-dimensional surface plane between current electrodes and potential electrodes, where sensitivity coefficients are minus, and sensitivity coefficients at other areas are positive. Sensitivity coefficients at two approximate ellipses between current electrodes and potential electrodes are minus at the vertical section along monitoring line, while others are positive. From the three-dimensional view, minus sensitivity coefficients are at the two approximate half ellipsoids between current electrodes and potential electrodes when arrays are applied at surface. And coefficients near the electrodes are much greater than other areas. When resistivity of local areas at surface changes, we can qualitatively analyze the disturbing effects caused by the areas using three dimensional sensitivity coefficients distribution, and the analysis result can serve as reference for further experiment and numerical model quantitative analysis.  相似文献   

Soil water content vertical profiles under natural conditions: matching of experiments and simulations by a conceptual model   总被引：1，自引：0，他引：1       下载免费PDF全文

R. Morbidelli  C. Saltalippi  A. Flammini  E. Rossi  C. Corradini 《水文研究》2014,28(17):4732-4742

The prediction of soil moisture content, θ, as a function of depth, z, and time, t, is of fundamental importance for applications in many hydrological processes. The main objective of this paper is to provide an approach to solve this problem at a local scale in soils with vegetation. The matching of soil moisture vertical profiles observed under natural conditions in grassy plots and their simulations by a conceptual model is presented. Experimental measurements were performed in a plot located in Central Italy, complete with hydrometeorological sensors specifically set up and equipped with a time domain reflectometry system providing the water content, θ_e(z, t). A conceptual model framework earlier proposed for two‐layered soil vertical profiles was modified and adopted for simulations. The changes concern the incorporation of evapotranspiration, the reduction of the original model for applications also to homogeneous soil vertical profiles, and a correction for the differences existing between assumed and observed initial moisture contents. In the model calibration, it was found that the effects of vegetation could be represented adequately by a fictitious soil vertical profile with a more permeable upper layer of saturated hydraulic conductivity, K_s, independent of time. Then, for the validation events, the model simulations in the stages of both infiltration and redistribution/evapotranspiration reproduced appropriately θ_e(z, t) with typical values of root mean square error in the range 0.0017–0.0657. Similar results were obtained by applying the modified two‐layered model for simulations of experimental data observed in three other plots located in Northern Italy and Germany. For all four vegetated sites, the two‐layer profile better matched the experimental data than the assumption of a homogeneous profile. Thus, the conceptual approach based on a two‐layered scheme for representing θ(z, t) in soils with vegetation appears to be appropriate for many hydrological applications. Copyright © 2013 John Wiley & Sons, Ltd.  相似文献   

层状盐岩造腔仿真软件开发及其实用性验证     

任松  吴建勋  陈结  姜德义  文永江  邱华富 《岩土力学》2014,35(9):2725-2730

国内层状盐岩具有夹层多、不溶物含量高等特点,现有造腔软件不能很好地模拟国内层状盐岩水溶造腔过程。基于流体力学和化学动力学等理论,建立能够描述盐岩造腔过程的数学模型,并提出了夹层垮塌判据。结合国内层状盐岩水溶造腔工艺特征,开发出能模拟含夹层盐岩水溶造腔的软件Salt Cavern Builder V1.0。该软件可模拟纯盐岩、多夹层盐岩的水溶造腔过程,能较好地反映出造腔方案在现场造腔过程中每个阶段的实施效果。通过大尺寸型盐造腔相似试验,模拟无夹层和含单一夹层的腔体形状扩展过程。基于相似理论基础,在现场造腔工艺条件下,造腔软件模拟出的结果与试验得到的结果接近,验证了该软件的实用性。  相似文献   

顶管推进引起施工场地竖向附加荷载分析     

张治国  张孟喜  王卫东 《岩土力学》2014,35(Z2):121-128

基于层状体系解析刚度矩阵理论解,结合5节点Gauss-Legendre求积公式,提出了层状地基中顶管施工正面附加推力、掘进机与土体之间摩擦力以及共同作用力引起的附加荷载计算方法,分析了顶管推进引起的土体竖向附加荷载分布规律,也研究了地基等效均质性、土层力学参数、计算点间距以及顶管埋深等因素对顶管施工诱发附加荷载的影响效应。研究结果表明,掘进摩擦力引起的附加荷载在掘进面前方迅速达到压应力峰值,其量值大小和影响范围均要大于正面附加推力,是顶管施工引起临近地层附加荷载的主要影响因素。此外,层状地基土体参数的改变会对顶管施工扰动地层的附加荷载产生一定影响,地基等效均质性、计算点间距以及顶管埋深等因素对附加荷载大小及分布均存在显著影响。成果可为合理制定顶管开挖对周围土工环境的保护措施提供一定理论依据,也可为其他盾构隧道工程提供一定的理论参考。  相似文献   

Phase Equilibria Constraints on Relations of Ore-bearing Intrusionswith Flood Basalts in the Panxi Region, Southwestern China     

ZHANG Zhaochong  HAO Yanli  AI Yu  LI Ying  ZHAO Li 《《地质学报》英文版》2009,83(2)

There are two types of temporally and spatially associated intrusions within the Emeishan large igneous province (LIP); namely, small uitramafic subvolcanic sills that host magmatic Cu-Ni-Platinum Group Element (PGE)-bearing sulfide deposits and large mafic layered intrusions that host giant Ti-V magnetite deposits in the Panxi region. However, except for their coeval ages, the genetic relations between the ore-bearing intrusions and extrusive rocks are poorly understood. Phase equilibria analysis (Q-PI-OI-Opx-Cpx system) has been carried out to elucidate whether ore-bearing Panzhihua, Xinjie and Limahe intrusions are co-magmatic with the picrites and flood basalts (including high-Ti, low-Ti and alkali basalts), respectively. In this system, the parental magma can be classified as silica-undersaturated olivine basalt and silica-saturated tholeiite. The equivalents of the parental magma of the Xinjie and Limahe peridotites and picrites and iow-Ti basalts are silica-undersaturated, whereas the Limahe gabbro-diorites and high-Ti basalts are silica-saturated. In contrast, the Panzhihua intrusion appears to be alkali character. Phase equilibria relations clearly show that the magmas that formed the Panzhihua intrusion and high-Ti basalts cannot be co-magmatic as there is no way to derive one liquid from another by fractional crystallization. On the other hand, the Panzhihua intrusion appears to be related to Permian alkali intrusions in the region, but does not appear to be related to the alkali basalts recognized in the Longzhoushan lava stratigraphy. Comparably, the Limabe intrusion appears to be a genetic relation to the picrites, whereas the Xinjie intrusion may be genetically related to be low-Ti basaits. Additionally, the gabbro-diorites and peridotites of the Limahe intrusion are not co-magmatic, and the former appears to be derived liquid from high-Ti basalts.  相似文献