承德公路隧道围岩分级与塌方机理分析

During tunnel constriction the classification of rock mass is widely used in tunnel design and construction. Moreover it offers the base information about tunnel investment and security. The quick classification of rock mass is very important for not delaying tunnel construction. Nowadays the tunnel engineers usually use initial survey files which are obtained by probe drilling to design a tunnel. It brings the problem that initial surrounding rock classification is usually much different from the real condition during the tunnel construction. Because initial surrounding rock lack credibility, it need us to make real time surrounding rock classification during the tunnel construction, and feed back the result to designers and constructors. Therefore, to find a quick wall rock classification method is very important not only for the time limit for a project but also for not delaying tunnel construction. Not all but many tunnels and underground constructions do suffer form collapse during the period of construction. Although accidental collapse in a large project in civil and geotechnical engineering sometimes appears to be a local event, if it occurred, it can bring about casualties, disrupted，production, construction delay, environmental damage, capital cost etc，therefore, it has been a difficult problem ,both in theory and in practice, establishing how to prevent underground structures form collapse and how to handle such an event in case in occurs. It is important to develop effective solutions and technical measures to prevent and control the collapse. According to the tunnel collapse occurred in Cheng De this paper analyze the main collapse mechanism leading to tunnel collapse and summon up the disposal method when collapse happened. It may be useful for tunnel construction in Cheng De in future. This paper is base on tunnel surrounding rock classification and tunnel support tasks during the tunnel construction in Cheng De area. It aims at solving 4 important problems in tunnel design and construction. 1) The relationship between rock rebound strength and rock single axle compression strength. First we go to the face wall and do rebound test on the tunnel face, then we chose some pieces of rock and do point loading test. Form the tests record we try to find the relationship between rock rebound strength and rock single axle compression strength. 2) The relationship between the value [BQ] and the value Q. First in order to obtain the information of rock character, rock strength, degree of weathering, the structure of rock mass, the joint condition, underground water condition and so on, we go to the tunnel face to do field investigation. And then we use two kinds of rock classification method to make surrounding rock classification. Base on the works above, finally we analyze the relationship between the value [BQ] and the value Q. 3) Sum up the mechanism leading to tunnel collapse and it disposal method in Cheng De area According to the tunnel collapse occurred in Cheng De this paper analyze the main reasons leading to the tunnel collapse and sum up the disposal method when collapse happened. 4) Obtain the properties of steel frame grid by numerical simulation. First we establish the 3D numeral model of steel frame grid by ADINA, and then find the mechanics properties by numerical simulation in ADINA. Second Based on the rock mass geological structure model, we established steel frame grid numeral model which is installed in the tunnel by FLAC3D and simulated the progress of tunnel construction. We hope that the support effect in tunnel can be evaluated from the numerical simulation.

空间注意系统中的动物特异性模块

Human being’s visual attentional system is the direct results of millions of years of evolutionary selection. As an adaptation to the environment, the most prominent function of attentional system is to facilitate the effective selection and subsequent processing of the most critical information and events from the environment with the aim of enhancing a given individual’s chance of passing his/her gene to the next generation. In the living environment of ancestral human beings, animals were undoubtedly one of those stimulus categories of great evolutionary significance. Since the process of animal-related information had life-or-death consequences for ancestral human beings, some researchers proposed a so-called animate monitoring hypothesis which states that there exists a category-specific module in the attentional system of human beings which specializes in the detection and frequent re-inspection of animal stimuli. Drawing on the available findings and theories regarding the inhibition-of-return effect, the present study utilized several variants of the spatial cueing paradigm to test the two main predictions of animate monitoring hypothesis：（1） animal stimuli in the environment are capable of summon attention in a reflexive way; （2） the inhibitory effect of attentional process on animal stimuli is less pronounced when compared to stimuli of other categories. The results of the present study provide supportive evidence to the existence of a category-specific module for animals in the attentional system. The present study contributes to the further understanding of the important role played by attentional mechanism in solving the critical adaptive problem faced by ancestral human beings during the course of evolution.