前陆褶皱冲断带厚皮缩短盐构造运动的物理模拟

尺度物理实验用干石英砂和聚合硅树脂为实验材料,模拟了前陆褶皱冲断带厚皮缩短盐构造,并与薄皮缩短盐构造及无盐层的褶皱冲断带构造模型进行了对比。实验表明,由于塑性盐层的存在,厚皮缩短盐构造呈3层式结构模式。盐上层主要形成敞开褶皱、箱状褶皱、前冲和背冲断层以及冲垒构造,盐下层形成逆冲断层及冲垒构造,断层通常都终止于盐层中。尽管盐层局部变薄或增厚,但不形成刺穿型盐构造。褶皱冲断带不具构造指向特征,其楔形库仑锥剖面呈平台与斜坡两段式形态。模型对比表明,厚皮缩短与薄皮缩短所产生的盐上层构造形态相似,不易区分;但二者的库仑锥剖面有所不同。厚皮前陆褶皱冲断盐构造与无盐层的褶皱冲断构造无论是其几何形态、还是库仑锥剖面都有极大的差别,极易区分：实验结果对解释前陆褶皱冲断构造和寻找盐下油气圈闭都有着重要的指导意义。     

陕西乾陵台洞体应变周年变化的动力诊断

乾陵台洞体应变自1981年观测以来,其周年变化显著而规律,但物理机制至今尚不清晰。鉴于地表温度年变是引起地壳应变周年变化的一个重要影响因素,本文采用含地形的热固耦合解析模型,定量诊断了地表温度周年变化对洞体应变观测的影响。结果表明,地表温度周年变化5.4 K,便可造成2.2×10^-7的洞体热应变,且理论热应变的变化形态和幅值大致能与观测数据吻合。据此推定,该台洞体应变周年变化主要是地表温度年变化所产生的热应变信号。本文结果对该台热应变的合理改正和观测策略的科学优化,具有重要的参考价值。     

考虑横缝键槽咬合的拱坝地震响应分析

基于非线性指数型动接触本构模型,对实际键槽模型进行简化处理。采用的本构模型可以考虑缝面的开合非线性以及横缝键槽的咬合作用。采用点-面接触模型模拟横缝的非线性动接触行为,精细研究了缝面开度、径向位移的变化及其对坝体应力状态的影响,并与平缝结果进行了比较。以一座拟建的混凝土重力拱坝,探讨了横缝及其诱导缝对大坝工作性态的影响,并对横缝键槽的影响进行了综合分析。研究表明,横缝的径向滑移量要远大于开度,当考虑诱导缝时,由于大坝整体性受到削弱,横缝开度变大;考虑键槽效应后,径向滑移效应大幅减小,而法向开度增大,坝踵处的主拉应力以及拱冠梁顶处的拱向拉应力的最大值均变大。     

考虑横缝影响的拱坝动力分析

本文在求解三维弹性静力摩擦接触问题的有效方法-非光滑方程组方法的基础上,通过能够近似满足动量、动能守恒条件的速度、加速度的修正方法,将该方法推广到动力接触问题的求解中,以考虑地震时拱坝中横缝的开合、错动对坝体动力响应的影响。同时文中采用由多次透射公式表示的人工边界条件来考虑坝-基动力相互作用的影响。数值算例中分析了横缝的数目和布置位置对拱坝动力响应的影响。     

无线数字地震遥测中的几种新技术

介绍了我国无线数字地震遥测中采用的几种主要新技术,但不涉及具体的设备。正晕些新技术使新一代数字遥测地震台网技术性能产品较早发生质的飞跃。这些新技术包括地震波形数字化的过采样技术。数据传输中使用的紧缩频谱调帛放差错控制技术等。其中某些技术可能早已在其他工业部门应用,但多数是第一次用于数字遥测地震台网。     

High temperature structural and thermoelastic behaviour of mantle orthopyroxene: an in situ neutron powder diffraction study

The temperature induced structural evolution and thermoelastic behaviour of a natural (Pbca) orthopyroxene (Opx), with chemical formula ^M2(Mg_0.856Ca_0.025Fe²⁺ _0.119) ^M1(Mg_0.957Fe²⁺ _0.011Fe³⁺ _0.016Cr_0.011Al_0.005)Al_0.032Si_1.968O₆, from a suite of high pressure ultramafic nodules of mantle origin, have been investigated by in-situ neutron powder diffraction at several temperatures starting from 1,200°C down to 150°C. Unit-cell parameter variations as a function of T show no phase transition within this temperature range. The volume thermal expansion coefficient, α = V ⁻¹(∂V/∂T) _P0, varies linearly with T. The axial thermal expansion coefficients, α_j = l _j⁻¹(∂l _j/∂T)_P0, increase non-linearly with T. The principal Lagrangian unit-strain coefficients (ɛ//a, ɛ//b, ɛ//c), increase continuously with T. However, the orientation of the unit-strain ellipsoid appears to change with T. With decreasing T, the values of the unit-strain coefficients along the b and c axes tend to converge. The orientation at ΔT = 1,080°C is maintained down to the lowest temperature (150°C). The two non-equivalent tetrahedral chains, TA _n OA_3n and TB _n OB_3n , are kinked differently. At room-T, the TB _n OB_3n chain is more strongly kinked by about 23° than the TA _n OA_3n chain. With increasing T, the difference decreases by 3° for the TB _n OB_3n chain. The intersite cation exchange reaction between M1 and M2 (Mg²⁺ and Fe²⁺) shows a slight residual order at 1,200°C followed by reordering with decreasing temperature although seemingly not with a definite progressive trend. At the lowest temperature reached (150°C), reordering has occurred with the same value of partitioning coefficient K _D as that before heating. The absence of the expected phase transition is most likely due to the presence of minor amounts of Fe³⁺, Al, Ca and Cr which must play a crucial role on the thermoelastic behaviour and phase stability fields in natural Opx, with consequent important petrologic and geological implications.     

A finite strain closed‐form solution for the elastoplastic ground response curve in tunnelling

The ground response to tunnel excavation is usually described in terms of the characteristic line of the ground (also called ‘ground response curve’, GRC), which relates the support pressure to the displacement of the tunnel wall. Under heavily squeezing conditions, very large convergences may take place, sometimes exceeding 10–20% of the excavated tunnel radius, whereas most of the existing formulations for the GRC are based on the infinitesimal deformation theory. This paper presents an exact closed‐form analytical solution for the ground response around cylindrical and spherical openings unloaded from isotropic and uniform stress states, incorporating finite deformations and linearly elastic‐perfectly plastic rock behaviour obeying the Mohr–Coulomb failure criterion with a non‐associated flow rule. Additionally, the influence of out‐of‐plane stress in the case of cylindrical cavities under plane‐strain conditions is examined. The solution is presented in the form of dimensionless design charts covering the practically relevant parameter range. Finally, an application example is included with reference to a section of the Gotthard Base tunnel crossing heavily squeezing ground. The expressions derived can be used for preliminary convergence assessments and as valuable benchmarks for finite strain numerical analyses. Copyright © 2014 John Wiley & Sons, Ltd.     

Experimental and numerical investigation for energy dissipation of supercritical flow in sudden contractions

Dealing with kinetic energy is one of the most important problems in hydraulic structures, and this energy can damage downstream structures. This study aims to study energy dissipation of supercritical water flow passing through a sudden contraction. The experiments were conducted on a sudden contraction with 15 cm width. A 30 cm wide flume was installed. The relative contraction ranged from 8.9 to 9.7, where relative contraction refers to the ratio of contraction width to initial flow depth. The Froude value in the investigation varied from 2 to 7. The contraction width of numerical simulation was 5~15 cm, the relative contraction was 8.9~12.42, and the Froude value ranged from 8.9~12.42. In order to simulate turbulence, the k-ε RNG model was harnessed. The experimental and numerical results demonstrate that the energy dissipation increases with the increase of Froude value. Also, with the sudden contraction, the rate of relative depreciation of energy is increased due to the increase in backwater profile and downstream flow depth. The experimentation verifies the numerical results with a correlation coefficient of 0.99 and the root mean square error is 0.02.     

NMOHEMS探头外形对其下沉运动的影响分析

NMOHEMS 探头是一种由无人机运载的小型投掷式探头,采用混合网格技术结合湍流模型,建立了探头下沉运动的数值计算方法,分析了导流腔、收缩段及尾翼对探头下沉运动的影响;通过6种外形探头在不同雷诺数下的阻力系数和相同质量下的极限速度对比,发现探头外形对其下沉运动数值计算的结果影响较大;其中导流腔和收缩段均具有明显的减阻作用,且收缩段的影响更大,而尾翼具有一定的增阻作用;lgRe 在2.3~3.8时,6种外形探头的阻力系数差别较大,随着雷诺数的增加,阻力系数均迅速减小;lgRe 在3.8~5.1时,6者的阻力系数比较接近,虽仍然保持减小趋势,但变化趋于缓慢.NMOHEMS 探头的体型较小,下沉速度较慢,对其下沉运动进行数值计算时,必须考虑外形对数值计算结果的影响.