角闪岩相温度条件下斜长石的变形组构     

王惠初  张翊钧 《吉林大学学报(地球科学版)》1995,(4)

对采自五台群底部的角闪黑云斜长片麻岩样品进行了较为细致的研究工作，探讨了样品遭受变质变形的温度条件及样品中变形双晶类型和斜长石的晶格组构型式。研究表明：变形时的温度条件是影响变形双晶类型的主要因素，高温变形条件下趋向于形成肖钠双晶。随着变形温度的变化，斜长石的晶格优选和双晶滑移系也发生相应变化。本文论及的斜长石组构特点是较高变形温度条件下形成的一种新的组构类型。  相似文献   

人工神经网络在岩石变形温度估算中的应用     

李三忠  朱晓军 《岩石矿物学杂志》1995,14(3):219-225

Ｃｈｒｉｓｔｉｅ（１９６２）、Ｓｍｉｔｃｈ（１９７２）和张翊钧（１９８５）都提出了钠质斜长石的Δ１３１－１３１（或σ）、Ａｎ与温度Ｔ的关系图，后来又提出了钠质斜长石变形温度的计算公式。但由于图解的不便之处及目前应用的公式中推断分界点的不确定性和σ、Ａｎ与Ｔ之间存在一种非线性关系的特点，本文基于具有高度非线性映射能力的人工神经网络，提出了求解岩石变形温度的新方法。文中先介绍了变形温度计的研究概况，然  相似文献   

Stability of long circular tunnels in sloping ground     

Sounik K. Banerjee 《Geomechanics and Geoengineering》2018,13(2):104-114

Assessment of tunnel stability has become increasingly crucial as more and more tunnels are built in difficult terrains such as sloping ground. The required support pressure on the tunnel walls associates both tunnel stability and liner design considerations. The present analysis attempts to find a uniform internal pressure which can support a circular tunnel built in a sloping ground with a particular level of stability in cohesive-frictional soils. The lower bound finite element limit analysis has been applied to find the required minimum uniform internal support pressure presented as a non-dimensional term p/c; where p is the minimum normal internal pressure on the tunnel boundary to avoid collapse and c is the cohesion of soil. The variation of p/c is presented for a range of normalised embedment depth of tunnel (H/D), stability number (γD/c), internal friction angle of soil (?) and slope angle (β); where H is the crown depth of the tunnel, D is the tunnel diameter and γ is the unit weight of soil. Appropriate comparisons have been carried out with available literature. Failure patterns of the tunnel have also been studied to understand the extent and the type of failure zone which may generate during the collapse.  相似文献   

基于惯导和CPⅢ控制点的地铁隧道移动激光扫描三维点云重建     

丁孝兵  高志强  杨坤 《测绘通报》2021,(9):112-115,129

地铁隧道初始运营前,需要对隧道的施工质量和零状态进行检测,传统方法采用全站仪测量隧道的特征点及断面,工作量大、效率低、成果单一。针对上述问题,本文提出了基于惯导和CPⅢ控制点的地铁隧道移动扫描三维点云重建方法,并验证了隧道断面点云、中轴线及轨道中心位置成果精度,满足隧道规划验收测量要求。同时,该方法可同步获得隧道的水平直径、管壁影像、纵断面图及横断面图等成果,既提高了作业效率,其测量成果又可作为轨道交通结构的零状态档案,为地铁隧道规划验收测量及后期运营维护提供翔实的基础资料。  相似文献   

面向上海城市数字化转型的新型测绘   总被引：1，自引：0，他引：1  

顾建祥  董震  郭王 《测绘通报》2021,(7):131-134,139

城市数字化转型、“科学化、精细化、智能化”的城市治理、“新基建”的落地和数字经济的发展都迫切需要空间地理数据向“全域、全息、全空间、多维、高频”推进,实现物理空间的数字孪生。本文结合上海市城市数字化转型对地理信息的新需求,从空天地数据获取手段、全息空间数据内涵、二三维一体的成果形式、泛在测绘更新方法和按需组装服务方式等方面提出了构建以基于地理实体的智能化全息测绘为核心的新型测绘体系,形成了城市数字化转型地理信息新服务的解决方案。  相似文献   

三向地震作用下叠交隧道地震响应振动台试验研究     

胡垚  雷华阳  雷峥  刘英男 《岩土力学》2022,43(Z2):104-116

叠交隧道是涉及隧道之间、隧道与土体相互作用的复杂体系,其安全性将严重影响城市轨道交通建设。目前,对于叠交隧道振动台试验的研究集中在水平平行和交叉叠交隧道、单向和双向地震动输入。鉴于此,利用自行设计的层状三向剪切模型箱,对竖直平行叠交隧道开展三向地震作用下的振动台模型试验,研究地基土−叠交隧道模型体系动力特性、地基土加速度、叠交隧道加速度、地表沉降、地基土孔压、叠交隧道动土压力及叠交隧道应变等地震响应。结果表明：随着震波峰值加速度（peak ground acceleration,简称PGA）依次增加,地基土−叠交隧道模型体系的自振频率随之减小,而阻尼比随之增大;叠交隧道周围地基土加速度和孔压的梯度差随着地震波PGA的增大而增大,且上隧道周围梯度差比下隧道更大;地基土对加速度的放大效应随着地震波PGA的增大而减弱;相同地震波作用下,相同位置处的叠交隧道加速度傅里叶谱形状相似,但幅值随着地震波PGA的增大而增大。此外,与顶部和底部位置相比,腰部位置加速度傅里叶谱频段范围变宽,幅值峰值有所降低;地表沉降峰值随着地震波PGA的增大而减小,相比地基土两侧位置,中心位置的沉降峰值明显较小;地震波的类型对叠交隧道动土压力峰值和应变峰值影响较小;对于动土压力峰值,两隧道的最大值均为腰部,而上、下隧道的最小值分别为底部、顶部;对于应变峰值,上隧道在腰部明显大于顶部和底部,而下隧道在4个位置相差不大。  相似文献   

变形缝对T型交叉管廊地震响应的影响          下载免费PDF全文

王长祥  闫启超  梁建文 《世界地震工程》2022,38(1):037-45

整体现浇式地下综合管廊通常设置变形缝,以使管廊结构有效增强抵抗土体不均匀沉降的能力。本文以某拟建的整体现浇式T型交叉管廊为例,采用时程分析法计算了其在地震作用下的动力响应,研究了在地震作用下变形缝对管廊内力的影响,以及变形缝的相对变位。研究表明:在地震作用下,变形缝可以显著降低T型交叉管廊节点内力,但变形缝相对变位也会随之增大,最大张开量、压缩量和错位量分别可达5 mm、6 mm和3.2 mm。研究对整体现浇式T型交叉管廊的抗震设计具有一定的参考价值。  相似文献   

How tightly does calcite e-twin constrain stress?     

《Journal of Structural Geology》2015

Mechanical twinning along calcite e-planes has been used for paleostress analyses. Since the twinning has a critical resolved shear stress at ∼10 MPa, not only principal stress axes but also differential stress can be determined from the twins. In this article, five-dimensional stress space used in plasticity theory was introduced to describe the yield loci of calcite e-twinning. The constraints to paleostress from twin and untwin data and from calcite grains twinned on 0, 1, 2 and 3 e-planes were quantified by using their information contents, which were defined in the stress space. The orientations of twinned and untwinned e-planes are known to constrain not only stress axes but also differential stress, D, but they loose the resolution of D if the twin lamellae were formed at D greater than 50–100 MPa. On the other hand, it is difficult to observe twin lamellae subparallel to a thin section. The stochastic modeling of this effect showed that 20–25% of twin lamellae can be overlooked. The degradation of the constraints by this sampling bias can be serious especially for the determination of D.  相似文献   

THREE-DIMENSIONAL DYNAMIC RESPONSE OF LINED TUNNELS DUE TO INCIDENT SEISMIC WAVES     

I. D. MOORE  F. GUAN 《地震工程与结构动力学》1996,25(4):357-369

Formulae are developed to determine the three-dimensional response of twin lined tunnels buried in an infinite medium subjected to seismic loadings using the method of successive reflection. The convergence of the method has been demonstrated both analytically and numerically. The dynamic interaction of the twin tunnels subjected to seismic waves is investigated numerically. It is found that the three-dimensional response of twin tunnels may differ significantly from the two-dimensional response, and that through-soil interaction between the tunnels may also be significant.  相似文献   

双洞隧道洞口段抗减震模型试验研究   总被引：2，自引：0，他引：2  

孙铁成  高波  王峥峥 《岩土力学》2009,30(7):2021-2026

为了解隧道衬砌在地震过程中的动态响应以及减震层在地震过程中对隧道及围岩边坡安全性能的影响,针对双洞隧道洞口段进行室内抗减震模型试验研究。模型试验按有（无）减震层分成2组进行对比。试验结果表明：(1) 设置减震层对围岩破坏的形式没有影响,只能在破坏程度上有所减轻;(2) 减震层的设置对模型中的动应力分布情况有较大影响,并能够在一定程度上减小作用在衬砌上的作用力;(3) 有错距的双洞隧道中,长里程隧道洞身在包含短里程隧道洞口的横截平面附近受力状态复杂,减震层的加入有利于减轻其破坏程度。  相似文献