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61.
高精度锥体棱镜的“自差法”检测技术 总被引:2,自引:0,他引:2
本文提出一种采用“自差法”检测高精度锥体棱镜的新方法,阐述检测原理与装置,建立检测角度和面形误差的定量判据,并给出一个实例说明其应用。实践表明,“自差法”检测技术对于产品质量的控制,具有快速准确和简便实用等特点。 相似文献
62.
本文对煤岩基本力学性质、煤层水压致裂缝形成条件、裂缝形态以及裂缝开裂角方位等基本理论进行了研究与探讨,通过大量煤岩力学性质测试,证实了试验区目的层煤岩弹性模量低,泊松比较高,脆性大,易破碎,易压缩。文章还得出了目的层煤岩Mohr断裂准则二次抛物线型包络线,煤层水压致裂裂缝形式判断,裂缝开裂角方位的计算公式以及有关结论。 相似文献
63.
The strength of frozen soils has been one of the most extensively studied aspects in frozen soil mechanics. When carrying
out deep excavations using freezing methods, high stress states are often encountered. Therefore, the strength of frozen soils
under high confining pressures is of major concern. This paper first reviews the present failure criteria for frozen soils,
especially with regard to the effect of confining pressure on the strength. It is suggested that the strength consists of
two components, cohesion and friction, and can be expressed by the Mohr–Coulomb criterion and in the framework of the Drucker–Prager
criterion. However, these two components are both dependent on the stress state. Duncan’s equation for the friction angle
is extended to frozen soils. A frozen Lanzhou fine sand is taken as study subject. The frozen sand is compressed at a high
strain rate under three different temperatures and under a wide range of confining pressure. Experimental results have confirmed
the generally recognized principle that the strength increases with the confining pressure up to certain value. Thereafter,
it decreases with continued increase in confining pressure. Experimental data from our own tests and literature are fitted
to the new criterion, which shows its validity. 相似文献
64.
堆载地基与邻近桩基的相互作用分析 总被引:9,自引:0,他引:9
本文在分析堆载条件下邻近桩基与土体的相互作用时,提出了改进弹性地基梁模型,采和最小势能原理推导了改进弹性地基梁的有限杆系法平衡方程,并编制了相应的分析程序EFBMPP,对影响桩基变位和弯矩的影响因素进行了计算分析。 相似文献
65.
HE Keqiang Department of Civil Engineering Qingdao Institute of Architecture & Engineering Qingdao Shandong ChinaLIU ChangliInstitute of Hydrogeology Engineering Geology Chinese Academy of Geological Sciences Zhengding Hebei Chinaand WANG Sijing Institute of Geology Chinese Academy of Sciences Beijing China 《《地质学报》英文版》2001,75(3):330-335
Karst collapse, caused by natural or artificial abstraction of groundwater, has been a focus of environmentalgeological problems for its ever-increasing hazardousness. The potential erosion theory and vacuum suction erosion theory, which reveal the origin of karst collapse macroscopically, are popularly accepted. However, a mathematic prediction criterion for karst collapse cannot be established only by these two theories. From a new perspective, this paper attempts to explain the microcosmic mechanism of karst collapse on the basis of these two theories. When the shear stress surpasses the shear strength of soil, a certain point or a certain plane in the unconsolidated soil covering karst caves will fail under the mechanical effects of water and air as well as its load-pressure, and with the increase of damaged points, a breaking plane appears and the soil on karst caves is completely damaged; as a result, the karst ground collapses. On the basis of the Mohr-Coulomb failure theory and previous studies, 相似文献
66.
实践证明,常规固定试验(压缩试验)可以采用快速法替代现行规范的慢速法。本文在大量统计对比和相应理论分析基础上提出上海地区经验修正系数K值,以利快速法的推行。 相似文献
67.
68.
The breakdown and foundation of geostrophic balance is one of the important movements inthe mid-and high-latitude atmosphere and oceans.In the tropical area,the value of Coriolis pa-rameter is so small that it is difficult to satisfy the bi-geostrophic equilibrium between the pressureand velocity fields.However,in the tropical area,the zonal velocity of some motions in the atmo-sphere and oceans is large,so the Coriolis force is not small,geostrophic balance can exist in zonaldirection,i.e.semi-geostrophic balance.Furthermore,in the dominant area of Hadley circulationin the atmosphere or the area near the ocean meridional boundary,the meridional velocity is large,so geostrophic balance can also exist in meridional direction.In this paper,the process of the dis-persion of inertial gravity wave and the foundation of semi-geostrophic balance are first discussed.Second,the adjustment process between the velocity and pressure fields after adaptation is alsoviewed,and the scale criterion of the semi-geostrophic adaptation is discussed,i.e.for the motionwith meridional scale greater than the equatorial Rossby radius of deformation,the velocity andpressure fields after adaptation change to fit the initial pressure field;on the contrary,the fieldschange to fit the initial zonal velocity field,and the strength of the fields after adaptation dependson the zonal scale. 相似文献
69.
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