土工格栅加筋碎石土大型三轴试验研究   总被引：27，自引：6，他引：27  

赵川  周亦唐 《岩土力学》2001,22(4):419-422

在大型三轴仪上进行了素碎石土和加筋碎石土的三轴排水剪切试验，探讨了加筋碎石土的强度及变形特性；分析了塑料土工格栅的加筋机理，为加筋碎石土的理论计算提供了依据。  相似文献   

基坑边坡变形的理论计算方法   总被引：4，自引：0，他引：4  

魏焕卫  孙剑平  陈启辉  张鑫  贾强 《水文地质工程地质》2006,33(2):75-79,83

基于Mindli。应变解，推导出土质直坡和斜坡侧向与竖向变形的理论解。通过计算分析，讨论了影响边坡变形的因素，并据此提出了边坡支护和加固的方法。  相似文献   

节理裂隙边坡锚注加固机制及特性研究   总被引：6，自引：0，他引：6  

许万忠  彭振斌  袁海平 《水文地质工程地质》2006,33(5):30-33

本文通过对节理裂隙边坡锚注加固模型的力学推导，得出锚注加固工法可以提高岩石边坡弱面抗剪强度和抗剪刚度的结论；指出锚注结构可以充分发挥锚杆和注浆体各自的材料潜能，从而避免锚杆单独作用所存在的弊端；结合某高速公路边坡加固工程，阐述了锚注加固工法的技术特点及工艺流程，指明压力注浆可以针对边坡岩体的薄弱环节，直接进行有效的处理，使边坡的稳定性得以提高，并就边坡锚注加固施工中存在的技术问题，提出相应的处理措施。  相似文献   

NUMERICAL ANALYSIS OF THE MECHANICS OF SOIL REINFORCEMENT     

Weifeng SONG Lihua CHEN Xiuping LIU 《国际泥沙研究》2006,21(3):230-237

1 INTRODUCTION China is rich in mountains. The mountainous area occupies 69% of the total land of the country. Thus, landslides frequently occur in the mountain areas of China. Landslides originating in subsurface soils are typical, and constitute approxi…  相似文献   

偏心跟管成孔技术在破碎地层边坡锚固中的应用          下载免费PDF全文

李斌 《探矿工程》2007,34(11):49-50

介绍了偏心跟管成孔施工技术在破碎地层边坡的预应力锚固处理中的应用,该技术的成功运用,保证了复杂地层中的锚索施工质量,加快了施工进度,取得了良好的效果。  相似文献   

土钉面层配筋量计算原理及实例分析     

刘顺桂  张全升  王思敬 《水文地质工程地质》2007,34(6):87-89

本文在分析国内外大量文献资料的基础上,对土钉面层的受力机制进行了详细的讨论和分析,认为土钉面层主要受到钉体对面层的集中荷载及土体对面层的分布荷载作用。引入半弹性体和布辛涅奈斯克理论推导出了较为实用的土钉面层配筋量计算公式,并通过实例验证了该公式的正确性。  相似文献   

护坡桩配筋面积计算新法     

邹正盛  郑清洁 《水文地质工程地质》1998,25(6):37-38

在从数学上分析圆形护坡桩设计计算式特点的基础上,提出了一套高精度、低耗时、原理清晰、理论依据充分的护坡桩配筋面积的算法。对比分析表明,本文算法明显优于现有的几种算法。  相似文献   

Investigation into Factors Affecting Roadway Deformation in the Selby Coalfield     

F.L. Kent  J.S. Coggan  P.F.R Altounyan 《Geotechnical and Geological Engineering》1998,16(4):273-289

The introduction of roofbolting in the UK coal mining industry has been well documented and is an example of reinforcement design utilizing a design by measurement or observational approach. This has involved detailed monitoring of rock strata movements and rockbolt loads at a large number of sites. Analysis of roadway deformation monitoring information from across the Selby coalfield provided an ideal opportunity of assessing how geological and stress variations affect the stability of reinforced coal mine roadways. Statistical analysis of this data has confirmed the detrimental effects of maximum horizontal stress direction and relatively weak roof geology on the magnitude of roof deformation. Further analysis has led to the development of a roof lithology index for assessing the quality of the immediate roof geology and the use of geological hazard analysis for providing useful information for the development of a stability index for assessing support requirements of existing and future roadways. This investigation has also verified previous observations regarding mechanisms controlling roadway deformational behaviour and highlights the importance of the site-specific nature of reinforcement design.  相似文献   

Elastic waves at a corrugated interface between two dissimilar fibre‐reinforced elastic half‐spaces     

Sanasam Sarat Singh  S. K. Tomar 《国际地质力学数值与分析法杂志》2007,31(9):1085-1116

The reflection and transmission phenomena of elastic waves incident at a corrugated interface between two dissimilar fibre‐reinforced elastic half‐spaces have been analysed. Using Rayleigh method of approximation, the expressions of the reflection and transmission coefficients are obtained in closed form for the plane interface as well as for the first order approximation of the periodic interface ζ = d cos px. All these reflection and transmission coefficients of regular and irregular waves are found to be the functions of angle of incidence and elastic parameters of the media. Moreover, the coefficients of irregularly reflected and transmitted waves are found to be proportional to the amplitude of the corrugated interface and are functions of the frequency of the incident wave. Numerical computations have been performed for a specific model to compute these coefficients and results obtained are shown graphically. The results of Singh and Singh (Sadhana 2004; 29 :249–257) and Ben‐Menahem and Singh (Seismic Waves and Sources. Springer: New York) have been derived from our analysis as particular cases. Copyright © 2006 John Wiley & Sons, Ltd.  相似文献   

高分辨率遥感影像解译中的机器学习范式     

周培诚  程塨  姚西文  韩军伟 《遥感学报》2021,25(1):182-197

高分辨率遥感影像解译是遥感信息处理领域的研究热点之一,在遥感大数据知识挖掘与智能化分析中起着至关重要的作用,具有重要的民用和军事应用价值。传统的高分辨率遥感影像解译通常采用人工目视解译方式,费时费力且精度低。所以,如何自动、高效地实现高分辨率遥感影像解译是亟待解决的问题。近年来,随着人工智能技术的飞速发展,采用机器学习方法实现高分辨率遥感影像解译已成为主流的研究方向。本文结合高分辨率遥感影像解译的典型任务,如目标检测、场景分类、语义分割、高光谱图像分类等,系统综述了5种代表性的机器学习范式。具体来说,本文分别介绍了不同机器学习范式的定义、常用方法以及代表性应用,包括全监督学习(如支持向量机、K-最近邻、决策树、随机森林、概率图模型)、半监督学习(如纯半监督学习、直推学习、主动学习)、弱监督学习(如多示例学习)、无监督学习(如聚类、主成分分析、稀疏表达)和深度学习(如堆栈自编码机、深度信念网络、卷积神经网络、生成对抗网络)。其次,深入分析五种机器学习范式的优缺点,并总结了它们在遥感影像解译中的典型应用。最后,展望了高分辨率遥感影像解译的机器学习发展方向,如小样本学习、无监督深度学习、强化学习等。  相似文献