探矿巷道通风系统设计的灰色决策

本文简述了灰色决策方法，建立了局部通风设计的灰色决策模型，获得了可应用于施工现场的设计结果     

各类工程建筑的工程地质问题

本文主要论述水库工程地质问题、地基工程地质问题、区域构造稳定问题及防震、软基处理、地下工程围岩稳定性、隧道地质灾害、边坡稳定性等方面的研究现状及展望     

铁路工程地质的发展趋向

本文论述了铁路选线工程地质、铁路工程地质勘察、钻探工作、铁路地质灾害、巨型铁路桥梁及长大铁路隧道等方面工程地质研究所取得的进展及进一步研究的方向。     

Intraspecific crossings ofUndaria pinnatifida (Harv.) Sur.—A possible time-saving way of strain selection

Unicellular gametophytes ofUndaria pinnatifida (Harv.) Sur. were isolated in Qingdao, P. R. China in April 1993 and in Tokushima, southern Japan in March 1995. Different intraspecific crossings by using unicellular male and female gametophytes were successfully undertaken in Sept. of 1995 in Qingdao. Sporophytes were transplanted to two different locations for open sea cultivation. One was at Zhanqiao (ZQ) Bay where the water current was slower than that of another location—Taipingjiao(TPJ). A total of 218 adult sporophytes were harvested on January 12 and 18 from TPJ and ZQ respectively. For eacn combination, 10 sporophytes were cultivated. Analysis of the morphological characteristics of adult sporophytes indicated that the longest length between two bases of the serration of pinnate blades (W2) is a morphological characteristic that can be transferred from the parent plant to the next generations regardless of environmental variations. There was evidence that W2 was apparently determined by sex-linked factors, i.e., by male parental gametophyte. Sporophytes from certain crossing combinations showed more vigorous growth than those from other crossing combinations. It is therefore possible to select gametophyte strains which can be used as parental gametophytes for the seedling production of sporophytes with more vigorous growth within shorter cultivation period. The morphology of hybrids from a Qingdao strain and a Tokushima cultivated strain resembled that of both parental plants in frond features (wrinkled or smooth) and W2. Sporophyll formation also varied with strains. The fact that adult sporophytes resulting from the same crossing combinations have identical morphological characteristics under the same environmental conditions indicates the possibility of a new way to select strains which are expected to be ideal for commerical production by purposely selecting, propagating, and seeding unicellular gametophytes for sporeling production through freeliving techniques of gametophytes. Project 39400102 supported by NSFC, also supported by National Climbing Plan B (PD-B642); and Bioengineering Center, SSTC.     

隧道掘进中掌子面前方岩石结构的超前预报

以地球物理勘探方法进行隧道掘进中前方岩石结构的超前预报,具有快捷、准确和实时处理及显示的优点。通过该方法可及时、详细地了解开挖掌子面前方岩石结构情况,为施工单位合理安排施工进度和减少工程隐患提供依据。以吉林省白山市石碑岭隧道掘进中所进行的超前预报为例,介绍了地质雷达和地震反射波法在这一领域里的应用。     

基于? -SVR算法的隧道围岩位移演化规律预测

针对目前广泛应用的灰色理论、遗传算法(GA)和人工神经网络(ANN)等方法预测隧道稳定性的缺陷，提出应用稳健性能较好的? -SVR（support vector machine）算法对非对称连拱隧道围岩位移演化规律进行预测研究。应用加速混合遗传算法搜索? -SVR最优参数，以提高? -SVR的预测能力。将预测结果与灰色理论、BP神经网络预测结果进行比较，显示? -SVR算法学习和预测精度高。     

热源法探测陡河水库左坝肩绕坝渗漏通道

通过热源法对陡河水库渗漏通道的探测发现,陡河水库左坝肩存在着绕坝渗漏通道。在左坝肩基岩10m高程附近存在低温场异常,通过对水库底部附近温度场分布测量,判定出低温水来自上游右支河水的补给,通过低温区分布确定出绕坝渗漏强渗漏通道的位置,在库水位保持在32m时,根据热源法计算出渗漏通道的渗漏量在3.59×105~4.74×105m3/d之间,钻孔发现水库边基岩中的水位比库水位低22m,水位差是造成了水库跌窝事故的主要原因,在11#钻孔中发现了来自河床的细砂,在11#和9#孔中的连通试验证实基岩中的强渗漏通道。     

无中导洞施工双连拱隧道的数值模拟分析

针对双连拱隧道采用三导洞或中导洞超前施工方法施工工序多、临时支护量大的不足,以黄延高速公路羊泉沟隧道为例,提出在Ⅲ类围岩中采用无中导洞超前施工方法.基于弹塑性有限元方法对其施工过程进行分析,获得了施工各阶段围岩的应力、应变状态,以及初期支护和二次衬砌的受力状态.结果表明：在Ⅲ类围岩中连拱隧道采用无中导洞施工方法,围岩和支护结构处于安全状态.分析结果为羊泉沟隧道的顺利贯通提供了有效指导.     

近年日本的隧道施工与抗震设计

根据日本国家TC28委员会提交的一份当前日本地下工程施工技术报告,介绍了当前盾构工法、NATM工法在日本城市隧道施工中的应用。同时还介绍1995年阪神大地震以后,在日本隧道结构中的抗震设计。     

TSP在隧道超前地质预报的应用研究

由于隧道施工经常遇到严重的地质灾害,施工前进行超前地质预报是十分必要的。本文介绍了TSP超前地质预报系统的技术特点和基本原理,结合工程实例探讨了在使用TSP过程中的一些技术问题。结果显示利用工程地质调查结论可以确定合理的探测方案和提高TSP的预报精度。