护坡桩配筋面积计算新法

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。     

Investigation into Factors Affecting Roadway Deformation in the Selby Coalfield

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.     

基坑支护结构施工技术要点与工程实例分析(下)

４地下连续墙施工技术方法４．１要点（１）导墙的修筑精度（宽度、平直度、垂直度和标高等）和强度对成槽施工质量有直接影响,高质量的导墙是高质量槽段的基础,常用的导墙形式如图２所示。图２导墙断面形式示意图（ａ）板型;（ｂ）Ｌ型;（ｃ）倒Ｌ型;（ｄ）槽型导墙...     

深基坑锚杆护坡桩支护结构稳定性评价

锚杆护坡桩是深基坑工程常用的一种支护结构。文中对设计中所涉及到的结构稳定性评价问题进行了探讨,利用Ｋｒａｎｚ理论一些假设和条分法原理,提出了深基坑锚杆抗护坡桩稳定性评价的方法。该方法克服了Ｋｒａｎｚ理论中的一些不足,简化了条分法的计算并通过支护工程验证,具有一定的实用价值。     

Prediction of the sawing quality of Marmarit stones using the capability of artificial neural network

The sawing rate is one of the most significant and effective parameters in extracting building stones via diamond wire sawing. This parameter designates the capability of diamond wire sawing for sawing different stones; in addition, the parameter gives rise to economical considerations for quarry designers. In this study, the existent relations between stone geotechnical parameters and the sawing rate of stones via diamond wire sawing were analyzed using regression and correlation coefficient as well as the collected data from Marmarit stone quarries. Moreover, we estimated the sawing rate of Marmarit using the dimensional stone rock mass rating (DSRMR); upon comparison of the data obtained from DSRMR our pre‐collected data on quarries, we did not gain satisfactory results from DSRMR, hence we used artificial neural network (ANN). The results showed that the percentage of Silica, the coefficient of water absorption, the uniaxial compressive strength (UCS), and abrasive hardness are the proper parameters for creating the ANN. Discontinuities have the least effects possible on diamond wire sawing. Having given the training possibility of the ANN, and its ability to evaluate relations among input parameters, the ANN, which was being trained with Marmarit's traits, was an accurate network for estimating diamond wire sawing in Marmarit quarries, although it could not generalize this network for other stones such as Chini and Crystal. Copyright © 2011 John Wiley & Sons, Ltd.     

Multiscale approach to geo‐composite cellular structures subjected to rock impacts

Geo‐composite cellular structures are an efficient technological solution for various applications in civil engineering. This type of structure is particularly well adapted to resisting rockfalls and can act as a defensive structure. However, the design of such structures is for the most part empirically based; this lack of research‐based design stagnates optimization and advanced development. In this paper, the mechanical behaviour of a geo‐composite cellular structure is investigated using a multi‐scale approach, from the individual cell made up of an assembly of rocky particles contained in a wire netting cage to the entire structure composed of a regular array of cells. Based on discrete modelling of both the cell and structure scales, a computational tool has been developed for design purposes. Copyright © 2007 John Wiley & Sons, Ltd.     

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

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.     

锦屏一级水电站地下厂房系统对穿预应力锚索孔孔斜控制施工技术

锦屏一级水电站地下厂房洞室主机间、主变室、母线洞等洞室系统的边墙、蚀变岩段和较大断层采用了对穿预应力锚索加强支护。在对穿预应力锚杆的施工过程中,根据不同的地质地层段,采取严格的孔斜控制措施,并不断地改进控制方法,基本解决了对穿预应力锚索造孔孔斜控制的技术问题,满足了设计技术要求,积累了对穿预应力锚索孔斜控制施工经验。     

软土隧道盾构出洞灾害的渗流应力耦合分析

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。     

超深地下连续墙施工中若干问题探讨

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。