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   

Seismically induced slope instabilities and the corresponding treatments: the case of a road in the Wenchuan earthquake hit region   总被引：8，自引：3，他引：5  

Xinpo Li  Siming He 《山地科学学报》2009,6(1):96-100

On May 12, 2008, a magnitude 8.0 earthquake hit Wenchuan County, Sichuan Province resulted in great loss of life and properties. Besides, abundant landslides and slope failures were triggered in the most seriously hit areas and caused disastrous damages to infrastructures and public facilities. Moreover, abundant unstable slopes caused by the quake have the potential to cause damages for a considerable long period of time. The variety of these slopes and the corresponding treatments are connected with the topographical and geological conditions of the sites. It is decided to document and identify some of these major slope instabilities caused by the earthquake and their treatments. The paper shows the condition of a road in Dujiangyan through in situ explorations. The case history showed significant implications to the reconstruction of the quake-hit regions and future disaster prevention and management works.  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   

西津水库网箱养殖区浮游植物特征及水质营养状态   总被引：2，自引：0，他引：2  

吴铁军  王大鹏  何安尤  张益峰  雷建军  陈晓汉 《广东海洋大学学报》2009,29(4):89-94

于2006年10月至2008年7月对西津水库米埠坑网箱养殖区浮游植物进行两个年度共8次调查。第1年发现浮游植物6门53属,冬季出现种属最多,达到43属,春、夏季最少,为35属,浮游植物年平均数量为35.18×104 L-1,平均生物量为1.07 mg·L-1。第2年度采集到浮游植物6门47属,以春季出现种属最多,达到40属,夏季最少,为29属,第2年浮游植物年平均数量低于第1年,为19.77×104 L-1,生物量高于第1年,达到1.22 mg·L-1。综合营养指数评价结果显示,米埠坑网箱养殖区处于中营养水平,有向富营养化过渡的趋势。  相似文献   

褐菖鲉网箱养殖试验初报   总被引：3，自引：0，他引：3       下载免费PDF全文

陈舜  肖云朴  伍德瀛  李定海 《海洋科学》2008,32(8):5-8

2001年4月30日在浙江南麂海域3 m×3 m×3 m网箱中放养0.9 g自然海区捕获的褐菖鲉(Sebastiscus marmoratus)苗种,进行为期2年多的养殖试验.结果表明,该鱼生长缓慢,养殖38 d体质量为8.3 g,养殖240 d为24.8 g,养殖787 d为112.3 g.总养殖成活率为20.1%,平均日增体质量0.142 g,平均日增体质量率0.62%.秋末至夏初低水温期是褐菖鲉的主要生长期,在9～13℃较低水温下亦会摄食与生长.饵料系数为3.6.冬春季养殖成活率高于秋夏季,第一年夏季养殖成活率低,仅28.1%.养殖方式以混养为宜.  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   

软土隧道盾构出洞灾害的渗流应力耦合分析   总被引：2，自引：0，他引：2  

魏纲  郭志威  魏新江  陈伟军 《岩土力学》2010,31(Z1):383-387

对盾构出洞口涌水涌砂灾害问题作了分析。利用Midas-GTS软件,建立了盾构出洞施工的有限元模型。考虑盾构出洞施工的渗流-应力耦合效应,研究了盾构工作井外加固土体前方高水位工况下,地下水绕加固土体下卧土层的渗流规律以及加固土体前方原状土的沉降规律。研究结果表明,在假定井外加固土体完全隔水情况下,洞门涌水涌砂灾害的发生与否受到土体加固长度、井外地下水等因素影响;土体加固长度的增加对工程安全有利,但成本较高;地下水位的降低能有效减小盾构出洞洞门涌水灾害的发生,需综合考虑工程安全性、经济性和工期等来确定合理的施工参数。  相似文献   

超深地下连续墙施工中若干问题探讨          下载免费PDF全文

孙立宝 《探矿工程》2010,37(2):51-55

随着地下空间工程的不断发展,超深地下连续墙的应用越来越多,施工的风险也越来越高。结合工程实践,对超深地下连续墙施工方法及施工中存在的若干问题进行探讨、分析,并提出相对应的解决措施。通过采用先进合理的解决措施,超深地下连续墙的施工是完全能达到设计要求的。  相似文献   

番禺地区病险水库地质特点及加固对策     

王启国  杨汉良 《岩土工程技术》2010,24(6):315-319

广州市番禺区目前尚在发挥效益的水库有15座,其中12座水库存在病害隐患,急需除险加固。基于工程地质勘察与评估工作,查明了辖区病险库的地质特点：坝身质量较差、坝基存在渗漏及渗透破坏问题、软基沉降变形和饱和砂土地震液化问题等,探讨了整险加固的工程措施,如加高加固大坝、防渗处理、抗地震液化加固等。结果为辖区病险水库整治提供技术支持,对国内类似水利工程整险加固有较好的参考价值。  相似文献