Basal stability analysis of braced excavations in anisotropic and non-homogeneous undrained clay using streamline velocity fields     

Huang  Maosong  Wang  Hongyu  Tang  Zhen  Yu  Jian 《Acta Geotechnica》2021,16(4):1175-1186

Acta Geotechnica - A basal heave stability analysis in anisotropic and non-homogeneous undrained clay by using the kinematic approach of limit analysis is presented. The proposed failure mechanism...  相似文献   

A novel index to evaluate discretization methods:A case study of flood susceptibility assessment based on random forest     

Xianzhe Tang  Takashi Machimura  Wei Liu  Jiufeng Li  Haoyuan Hong 《地学前缘(英文版)》2021,12(6):313-325

The selection of a suitable discretization method(DM)to discretize spatially continuous variables(SCVs)is critical in ML-based natural hazard susceptibility assessment.However,few studies start to consider the influence due to the selected DMs and how to efficiently select a suitable DM for each SCV.These issues were well addressed in this study.The information loss rate(ILR),an index based on the informa-tion entropy,seems can be used to select optimal DM for each SCV.However,the ILR fails to show the actual influence of discretization because such index only considers the total amount of information of the discretized variables departing from the original SCV.Facing this issue,we propose an index,infor-mation change rate(ICR),that focuses on the changed amount of information due to the discretization based on each cell,enabling the identification of the optimal DM.We develop a case study with Random Forest(training/testing ratio of 7:3)to assess flood susceptibility in Wanan County,China.The area under the curve-based and susceptibility maps-based approaches were presented to compare the ILR and ICR.The results show the ICR-based optimal DMs are more rational than the ILR-based ones in both cases.Moreover,we observed the ILR values are unnaturally small(＜1％),whereas the ICR values are obviously more in line with general recognition(usually 10％-30％).The above results all demonstrate the superiority of the ICR.We consider this study fills up the existing research gaps,improving the ML-based natural hazard susceptibility assessments.  相似文献   

Uncertainty of the Linear Trend in the Zonal SST Gradient Across the Equatorial Pacific Since 1881     

Chan Zhang  Youmin Tang  Jun Ying  Junde Li 《大气与海洋》2019,57(1):61-72

The change in the zonal sea surface temperature gradient (ZSSTG) across the equatorial Pacific plays an important role in the global climate system. However, there has not yet been a consensual conclusion about the changing ZSSTG at either a short-term (from 20 to 90 years) or a long-term time scale (longer than 90 years) in the literature. In this study, the uncertainty of the trend in ZSSTG for different sub-periods since 1881 was examined using four interpolated datasets and four un-interpolated datasets. It was found that the trend in ZSSTG on the short-term time scale could be significantly influenced by internal variability such as the El Niño–Southern Oscillation and the Pacific Decadal Oscillation. On the long-term time scale, the sign of the ZSSTG trend depends on the dataset used. In particular, it was not possible to draw a uniform conclusion about the secular trends in ZSSTG in recent history, given the high sensitivity of the ZSSTG trends to the period, dataset, and regions used to calculate the trends. Our results imply that it may not be possible to detect the response of ZSSTG to global warming until a longer data record becomes available in the future.  相似文献   

A coupled discrete element model for the simulation of soil and water flow through an orifice          下载免费PDF全文

Yao Tang  Dave H. Chan  David Z. Zhu 《国际地质力学数值与分析法杂志》2017,41(14):1477-1493

Soil erosion around defective underground pipes can cause ground collapses and sinkholes in urban areas. Most of these soil erosion events are caused by fluidization of the surrounding soil with subsequent washing into defective sewer pipes. In this study, this soil erosion process is simplified as the gradual washout of sand particles mixed with water through an orifice. The discrete element method is used to simulate the large deformation behavior of the sand particles, and the Darcy fluid model is coupled with this approach to simulate fluid flow through porous sand media. A coupled 3D discrete element model is developed and implemented based on this scheme. To simulate previous experiments using this coupled model considering the current computing capacity, we incorporated a ‘supply layer’ to study the continuous erosion process. The coupled model can predict the erosion flow rates of sand and water and the shape of erosion void. Thus, the model can be used as an effective and efficient tool to investigate the soil erosion process around defective pipes. Copyright © 2017 John Wiley & Sons, Ltd.  相似文献   

Hydrodynamic characteristics and sediment transport of a tidal river under influence of wading engineering groups     

陈珺  唐洪武  肖洋  嵇敏 《中国海洋工程》2013,27(6):829-842

By taking the Yong River for example in this paper, based on the multiple measured data during 1957 to 2009, the change process of runoff, tide feature, tidal wave, tidal influx and sediment transport are analyzed. Then a mathematical model is used to reveal the influence mechanism on hydrodynamic characteristics and sediment transport of the wading engineering groups such as a tide gate, a breakwater, reservoirs, bridges and wharves, which were built in different periods. The results showed the hydrodynamic characteristics and sediment transport of the Yong River changed obviously due to the wading engineering groups. The tide gate induced deformation of the tidal wave, obvious reduction of the tidal influx and weakness of the tidal dynamic, decrease of the sediment yield of flood and ebb tide and channel deposition. The breakwater blocked estuarine entrances, resulting in the change of the tidal current and the reduction of the tidal influx in the estuarine area. The large-scale reservoirs gradually made the decrease of the Yong River runoff. The bridge and wharf groups took up cross-section areas, the cumulative affection of which caused the increase of tidal level in the tidal river.  相似文献   

The Regularity of Relative Movement Among Crevices in Lianziya     

Tang Taoshen 《岩土力学》1988,9(1):53-58

This paper summarizes and interprets the data observed from relative movement among crevices in Lianziya in the past seventeen years. The regularity of relative movement among crevices is obtained and the development tendency of dangerous rock masses is analyzed, which can be used to estimate the stability of Lianziya.  相似文献   

焦耳效应标定高温卡尔维微量热计     

Tang Yuanjun Tan Dafang Mao Yi 《地球科学》1989,(3)

根据热流式量热计的Tian氏方程,用焦耳效应标定高温卡尔维微量热计。用偏差法得到的灵敏度值与积分法测得的值一致。用回归曲线对灵敏度实验值进行拟合,利用计算机求得灵敏度—温度回归曲线,得到了室温至700℃的全部灵敏度值,从而即可使用微量热计测量此温度范围内的未知样品热效应。  相似文献   

ON SOME KEY SEDIMENTATION PROBLEMS OF THREE GORGES PROJECT (TGP)   总被引：1，自引：0，他引：1  

Lin Bingnan Dou Guoren Xie Jianheng Dai Dingzhong Chen Jisheng Tang Richang  Zhang Ren 《国际泥沙研究》1989,(1)

I. INTRODUCTIONThe Three Gorges Project (TGP) being planned is to be located on the Yangtze River at Sandouplug, 44 km upstream of Yichang (Fig. l). A scheme studied in the feasibility stage has the crest ofthe dam placed at 185 m with a maximums height o…  相似文献   

用β—γ1.46Mev测定含钾样中的铀     

江金朝  唐芳云 《铀矿地质》1989,5(2):121-124

在β-γ综合测铀基础上,用大晶体、大道宽,突出~(40)K的11.46MeVγ贡献,使钾的铀当量趋近零值,可以实现含钾样中铀的准确测定。  相似文献   

北京市区冬季大气气溶胶空气动力学尺度谱分布的研究   总被引：1，自引：2，他引：1  

赵德山  汤大钢  周舟 《大气科学》1988,12(2):140-146

本文讨论了北京市区冬季大气气溶胶空气动力学尺度的各种谱分布,发现平均粒子谱为单峰型,而平均表面积谱和平均质量谱则通常为三峰型。但是,表面积谱和质量谱随时间变化明显。 三峰型质量谱与国外给出的城市双峰型质量谱差别显著,揭示了我国目前城市气溶胶污染所具有的一种带普遍性的重要特性。  相似文献