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61.
Evaluation of density in layer compaction using SASW method 总被引:1,自引:0,他引:1
SASW test, which is non-intrusive and rapid in the field application, was used to evaluate the layer density in the roller compaction without performing the complicated inversion process. The concept of normalized shear wave velocity was introduced to minimize the effect of confinement in the density evaluation. SASW test was performed to determine the shear wave velocity of the layer, and the free–free resonant column (FF–RC) test was adopted to determine the correlation between the normalized shear wave velocity and density of the site, which is almost unique independent of confinement. Testing and data reduction procedures of both tests were briefly discussed and an evaluation procedure of the field density was proposed by effectively combining in-situ shear wave velocity determined by the SASW test with the correlation between the normalized shear wave velocity and the density determined by the FF–RC test. Finally, the feasibility of the proposed method was verified by performing a field case study at Hoengsung road construction site. Field densities determined by the proposed method matched well with those determined by sand cone tests, showing the potential of applying the proposed method in the field density evaluation. 相似文献
62.
A thermoelastic model for calculating the high-pressure and high-temperature properties of isotropic solids is presented
by extending the formalism by Thomsen and combining the resulting one with the Vinet model for static lattice and the Debye
model for lattice vibration. Applying it to polycrystalline corundum, we have shown that the calculated values of entropy
and heat capacity at constant pressure are in agreement with literature values to 2325 K at zero pressure and that the calculated
values of thermal expansivity agree reasonably with experimental data to 1100 K at zero pressure. The model reproduces experimental
data of sound velocities v
p
and v
s
of compressional and shear waves to 1825 K at zero pressure and those to 62 GPa at room temperature, and it reproduces also
experimental shock-wave equation of state to 150 GPa. The velocity correlation (∂ln v
s
/∂ln v
p
)
S
was found to have weak pressure and temperature dependences and the results under lower mantle conditions are compared with
those of magnesian and calcium silicate perovskites and magnesiowüstite, and the PREM values of the Earth's lower mantle.
Received: 12 February 2000 / Accepted: 15 July 2000 相似文献
63.
Liu Xiqiang Zheng ZhizhenSeismological Bureau of Shandong Province SSB Ji'nan China Center for Seismic Data Information SSB Beijing China 《中国地震研究》1996,(4)
This paper briefly discusses the new methods that the authors have put forward to distinguish splitting shear-waves.By combining these new methods with other methods,the authors have processed the recorded data of an earthquake.The study results are consistent with each other. 相似文献
64.
通过研究地球对表面载荷的响应来反演确定地球深部的物理参数.采用分为4层的地球模型,各层的介质被看作Maxwell粘弹性体.将柴达木盆地沉降发育过程中积累的沉积物作为随时间变化的载荷加于地表,通过拟合柴达木盆地沉降中心附近地区的沉降过程来研究该地区地壳的厚度及剪切模量、岩石层地幔的粘性及软流层的粘性等物理参数.计算结果表明,该地区地壳的剪切模量不会超过全球平均值的60%,岩石层地幔的粘性系数不大于1.5×1023Pa·s.通过研究对该地区的深部物理参数得出了新的认识. 相似文献
65.
本文通过考虑地震烈度的随机性和模糊性,以及石结构强度破坏等级界限的模糊性,研究多层石结构抗震抗剪能力的可靠性问题.将地震地面运动模拟为含有模糊烈度参数的平稳过滤有色噪声的随机过程,引入抗剪强度破坏指数,建立了石结构抗震抗剪能力的模糊安全准则,为研究多层石结构的抗震抗剪能力可靠性提供了一个合理的评定方法。 相似文献
66.
随着服役时间的增长,侵蚀环境下钢筋混凝土框架节点因钢筋发生不同程度的锈蚀而造成承载性能下降,严重影响建筑结构的安全使用。本文在已有钢筋混凝土框架节点抗剪强度理论模型的基础上,考虑钢筋锈蚀对框架节点受力性能的影响,建立锈蚀钢筋混凝土框架中节点受剪承载力计算公式。通过11组锈蚀钢筋混凝土节点试验数据,对建议理论模型进行验证。研究结果表明,锈蚀钢筋混凝土节点受剪承载力试验值与理论计算值之比的平均值为0.951,方差为0.075,二者吻合较好,本文建议的计算方法可用于锈蚀钢筋混凝土框架中节点承载力分析。 相似文献
67.
Pyroxenes of pigeonitic and augitic bulk compositions in H3–4 chondritic meteorites commonly exhibit sigmoidal precipitates, rather than the elsewhere common lamellar associations. Most often, submicrometric sigmoids with calcic clinopyroxene composition occur within clinoenstatite; more rarely, clinoenstatite sigmoids occur within calcic clinopyroxene. The sigmoids appear as 001 terminated lamellae, with terminations rotated in opposite directions towards the 100 orientation. Pre-exsolution pigeonite and augite formed at temperatures higher than 980 °C, whereas sigmoidal exsolution occurred between 990 and 830 °C. Local anomalous lattice parameters determined by electron diffraction suggest that lattice parameters are most strained where the exsolution texture is most poorly defined. Shear strain occurs during exsolution due to mismatching lattice parameters and variable angles. In response to shear stress, the lamellae relax and assume sigmoidal strained morphologies. Sigmoidal exsolution is strongly controlled by (100) orthoenstatite stacking faults that possibly trigger exsolution. 相似文献
68.
新疆东天山剪切带型金矿床时代研究 总被引:23,自引:5,他引:23
东天山造山带中部的秋格明塔什-黄山巨型韧性剪切带内三个典型的剪切带型金矿床——康古尔金矿床、红石金矿床和红山金矿床的同位素年代学研究表明,金矿床成矿作用和剪切带后期的走滑剪切变形作用在时间上具有强烈的耦合关系。秋格明塔什-黄山韧性剪切带剪切变形作用主活动期的时代为262.9~242.8Ma,而剪切带型金矿床金成矿作用发生在261.0~246.5Ma 之间,恰好落在剪切变形作用主活动期的时代范围之内。这种强烈的耦合关系证明了秋格明塔什-黄山韧性剪切带晚期的右行走滑剪切变形作用才是剪切带内一系列金矿床成矿作用的主因。金成矿和右行走滑剪切变形之间的时间耦合关系在不同部位还有不同的表现。在剪切带中-西段的康古尔地区,快速抬升发生在261.5~262.9Ma,而康古尔金矿床主成矿期时代范围是261.0~252.5Ma,可以看出,康古尔金矿床成矿作用刚好发生于剪切带中-西段快速抬升之后。在剪切带东段,快速抬升发生在247.1~246.9Ma 期间,位于该剪切带东段北外带的红山金矿床主成矿期的年龄范围是246.9~246.5Ma,表明该金矿也是在剪切带东段快速抬升冷却之后形成的。金矿石 Ar-Ar 同位素年代学研究未能得到可靠的和早期韧性推覆剪切变形事件相对应的年龄,推测在晚石炭世—早二叠世发生的韧性推覆剪切变形事件可能仅导致了包括金在内的金属元素的初步富集,但由于高温不利于金属元素沉淀和挤压环境不易存在容矿空间等不利因素的影响,导致此阶段并没有形成有工业开采价值的金矿床。只是到了华力西晚期—印支早期,在原韧性推覆剪切带内发生了走滑剪切变形活动,并产生了快速抬升冷却降温到350℃后,在地体缓慢冷却阶段,在脆-韧性剪切带内才有足够的空间和时间形成金矿床。 相似文献
69.
Clayey sand can be considered as a composite matrix of coarse and fine grains. The interaction between coarser and finer grain matrices affects the overall stress–strain behavior of these soils. Intergranular void ratio, es (which is the void ratio of the coarser grain matrix) can be utilized as an alternative parameter to express the compressive response of such soils. Oedometer tests conducted on reconstituted kaolinite–sand mixtures indicate that initial conditions, percentage of fines, and stress conditions influence the compression characteristics evidently. Tests showed that, up to a fraction of fines, which is named as transition fines content (FCt), compression behavior of the mixtures is mainly controlled by the sand grains. When concentration of fines exceeds FCt, kaolinite controls the compression. It was found that FCt varies between 19% and 34% depending on the above mentioned factors. This range of fines content is also consistent with various values reported in literature regarding the strength alteration. Performed direct shear tests revealed that there is also a close relationship between transition fines content and shear strength, which is harmonic with the oedometer test results. 相似文献
70.
阿尔泰山南缘东段玛因鄂博韧性剪切带特征及运动学、动力学分析 总被引:2,自引:0,他引:2
玛因鄂博韧性剪切带位于阿尔泰山南缘额尔齐斯大断裂东段,玛因鄂博断裂以北,带内岩石糜棱岩化强烈,线理、面理构造发育,局部剪切变形明显部位发育S-C组构、σ型和δ型残碎长石斑晶系,均指示为左行韧性剪切变形.带内变形岩石宏、微观特征显示:玛因鄂博韧性剪切带是以压扁变形为主的左行剪切变形,韧性变形深度相当于地壳10~15km深处,温度约300~450℃,压力在0.25~0.40GPa,是一种发生在地壳中-浅构造层次和中-低温度、中等压力条件下的韧性-脆性变形,其变形变质作用相当于中低绿片岩相,局部达高绿片岩相;剪切主应力方向为NEE向,约83°.剪切位移量和剪切带宽度大致相当,总剪切位移量约9.2~11.5km.该韧性剪切带的剪切活动持续时间较长,高峰期为290~270Ma,而其最后结束时间为230Ma左右. 相似文献