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171.
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
172.
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174.
地下水氘过量参数的演化 总被引:18,自引:4,他引:18
本文详细地介绍了提出水体氘过量参数 (d值 )的依据、源于大气降水的地下水氘过量参数 (d值 )的演化特点、影响因素、误差来源 ,并分析和讨论了应用中的一些问题。 相似文献
175.
The local meteoric water line (MWL) has been established from north to south of the Tibetan Plateau based on the measured
results of δD and δ18O in precipitation and river water, and the relationship between MWL and moisture origins discussed. The spatial and seasonal
variations ofd in precipitation and river water on the Tibetan Plateau have been studied. Results show that the spatial and seasonal variations
ofd between north and south of the Tanggula Mountains are related to different moisture origins and water recycling. 相似文献
176.
Post-earthquake investigation on several geosynthetic-reinforced soil retaining walls and slopes during the Ji-Ji earthquake of Taiwan 总被引:1,自引:0,他引:1
Hoe I. Ling Dov Leshchinsky Nelson N. S. Chou 《Soil Dynamics and Earthquake Engineering》2001,21(4):3087
This paper gives an overview on the application of geosynthetic-reinforced soil structures in Taiwan. Taiwan has an unique topography and geotechnical conditions that rendered a less conservative and more challenging design compared to that of North America, Europe and Japan. The Ji-Ji (Chi-Chi) earthquake of 1999 gave an opportunity to examine the behavior of reinforced soil structures. The performance of several modular-block reinforced soil retaining walls and reinforced slopes at the vicinity of the fault was evaluated. Reinforced structures performed better than unreinforced soil retaining walls. The failure cases were highlighted and the cause of failure was identified. The lack of seismic design consideration could be a major cause of failure. The compound failure mode, the inertia force of the blocks, and the connection stiffness and strength relative to the large dynamic earth pressure, were among major items that would warrant further design consideration. 相似文献
177.
Different models were developed for evaluating the probabilistic three-dimensional (3-D) stability analysis of earth slopes and embankments under earthquake loading using both the safety factor and the displacement criteria of slope failure.The probabilistic models evaluate the probability of failure under seismic loading considering the different sources of uncertainties involved in the problem. The models also take into consideration the spatial variabilities and correlations of soil properties. The developed models are incorporated in a computer program PTDDSSA.These analysis/design procedures are incorporated within a code named SARETL developed in this study for stability analysis and remediation of earthquake triggered landslides. In addition to the dynamic inertia forces, the system takes into consideration local site effects.The code is capable of assessing the landslide hazard affecting major transportation routes in the event of earthquakes and preparing earthquake induced landslide hazard maps (i.e., maps showing expected displacements and probability of slope/embankments failure) for different earthquake magnitudes and environmental conditions. It can also beused for proposing a mitigation strategy against landslides. 相似文献
178.
对胎体材料中添加稀土元素问题进行了试验研究。对添加稀土和未加稀土的胎体性能进行测试,结果表明,添加稀土比未加稀土的胎体材料的抗弯强度、硬度和冲击韧性均有所提高,其中抗弯强度提高了10%-62%,冲击韧性提高了5%。胎体中添加稀土对提高胎体和金刚石碎岩工具的技术经济指标具有重要作用,并且为在胎体材料中实现以Fe代Co创造了有利条件。 相似文献
179.
通过对试样进行强度测试后,在高倍电镜和能谱仪上对金刚石界面金属面碳化物的微观结构和含量的观察,分析,测量其表面金属碳化物面积,计算出不同添加剂所生成的金属碳化物在不同浓度和粒度的金刚石中所生成强度的排序,从而确定不同金属碳化物及其物理力学性能的差异,为金刚石制品的生产与开发提供理论依据。 相似文献
180.
齿轮弯曲强度的有限元分析法 总被引:1,自引:0,他引:1
论述了齿轮弯曲强度的有限元分析方法,同传统的方法相比能准确地获得齿轮的真实应力场,为齿轮强度计算提供可靠的依据。 相似文献