浅谈坳沟土段挖孔桩施工的护壁方法

简要介绍挖孔桩在坳沟土段施工时的几种护壁方法。重点总结了砖护壁、砼护壁、套管护壁的施工工艺和施工流程 ,并提出常见问题的防范处理意见     

A second review of the international status of engineering geology — encompassing hydrogeology, environmental geology and the applied geosciences

Engineering geology, in 1996, worldwide, was experiencing considerable turmoil due to the uncertain nature of national economies and the general situation of inadequate funds to meet the demands of failing of the national infrastructures that serve citizens. Aside from the previously war-damaged cities of Western Europe, new public service systems of transportation and utilities elsewhere often lagged well behind growth.

It will be some time before international aid and civil engineering contracts are initiated for anything other than humanitarian and basic emergency aid work in these areas.

Many countries in the western hemisphere, eastern Europe, the former Soviet Union and developing nations in particular are still in need of basic water and sewage services as well as repair and replacement of old existing systems. Continued partisan warfare in the Balkan states of Albania, Bosnia, Croatia and Serbia forecast the eventual need for redevelopment. Rumblings of broad-scale economic problems in Far-Eastern economies did little to make overseas contract opportunities in these areas very attractive.

Large consulting firms were challenged by an increasing number of individual and small practices who are prepared to operate on 1970's rates and prices for services and government and industry was taking advantage of that situation. More and more individuals were offering services in engineering geology and associated engineering fields and there was a sense of not having enough work to go around. Hence, price competition was again being promoted. Consequently in both Europe and the Americas, the variability of competence was enlarging and a significant amount of so-called ‘professional ’ work was lacking in overall quality. This was especially evident in ‘Environmental’ areas of work.

This begs the question: ‘Is not engineering geology, or any other aspect of applied geosciences, not environmental in nature and essence, fundamentally and in entirety?’

Environmental restoration demands were still being made by governments, but the pressure to complete such work was being relaxed on account of economics. Our clients were asking for more service at lower fees. Clients were still largely unwilling to openly acknowledge that less money spent on competent engineering geologic consultation means that more risk should be accepted by the owner or operator of projects.     

冻土工程国家重点实验室研究工作的回顾与展望(英文)

The State Key Laboratory of Frozen Soil Engineering is an unique comprehensive laboratory which carries out the studies of frozen soil engineering in China. Its establishment and development will have very important significance for developing Geocryology in China. On the occasion of greeting the 40th anniversary of the Institute of Glaciology and Geocryology, the laboratory has made its way for 9 years. Looking back and looking ahead, it is clear that only aiming at the frontier of Geocryology and solving the fundamental, crucial and integrated problems of engineering, resources and environment in the economic and social development in the cold regions of China can we establish the most advanced state key laboratory and make the studies of frozen soil engineering of China be in the lead in the world.     

航空遥感技术在新疆和硕-库尔勒段高速公路工程地质调查中的应用

在利用TM 图像进行区域工程地质条件分析的基础上,利用大比例尺航空像片,对新疆和硕-库尔勒段高速公路正线及比较线进行路线工程地质调查,并结合钻探、触探,探地雷达测试,对路线工程地质条件进行综合评价。     

南京附近古砾石层的地质特征与工程力学性质

南京附近的古砾石层是该地区新生代重要地层之一。本文侧重研究它的某些地质学特征、物质成分、成土-成岩作用及工程力学特性。     

何家山滑坡成因机制分析及稳定性评价

通过成因机制分析,对何家山滑坡的稳定性进行定性评价。利用工程地质类比法选取参数,对各种状态下的滑坡稳定性进行定量评价。     

从顺义地表破裂带分析顺义-良乡断裂北段的活动性

沿北京顺义 -良乡断裂北段存在地表破裂带。对这条破裂带进行了成因分析、野外调查、化探和槽探研究 ,认为该破裂带反映了顺义 -良乡断裂北段的现今活动性。今后应注意沿该段断裂的地震活动并在建设规划中充分考虑它对工程可能造成的灾害     

The slope movements within the Mondorès graben (Drôme, France); the interaction between geology, hydrology and typology

The Mondorès graben in the south-eastern French Alps is an uncommon structural feature, which originates in a complex polyphasic tectonic evolution. In contrast with its immediate surroundings, with hardly any huge landslides, the Mondorès graben is characterised by various types of landslides. A huge sagging caused part of the limestone cliff to subside some 50 m within 50 years. Two recent mud flows that occurred were considered a potential threat to some inhabited places downstream. The hydrologic aspects of the Boulc-Mondorès landslide resemble the geology: infiltration (and karst input?) in the rock-sliding zone and exfiltration in the marls resulting in slumps and mud flows. The mass movement interactions could be explained by a structural geology analysis with geodetic monitoring using different techniques. It is also shown that hydrochemistry as well as geophysical surveys are of importance in unravelling the hydrologic systems and the geological subsurface structures. The present paper aims at explaining the geological control of the different slides in view of estimating their potential danger. Understanding the geological structure and its evolution therefore is a necessary prerequisite.     

Earthquake resistant building design codes and safety standards: The California experience

Seismologists and earthquake engineers have sought to understand and predict earthquakes and to develop better building designs to withstand them for well over a century. In the United States, the 1906 San Francisco earthquake provided the first real impetus for establishing building design codes and safety standards. Subsequent major California earthquakes in Santa Barbara (1925), Long Beach (1933), San Fernando (1971), Loma Prieta (1989), and Northridge (1994) each led to additional seismological understanding and engineering response in the form of enhanced building design codes. Nonetheless, the process to incorporate good seismic design and mitigation efforts has been slow, and by no means failsafe, especially in the Eastern U.S. where much of the building stock predates more recent design codes, and hence where a major earthquake could collapse large numbers of buildings. Even in the absence of catastrophe, it is still important to guard against a false sense of security.     

国务院抗震救灾指挥部Web信息系统建设简介

采用软件工程和RUP(Rational Unified Process)思想, 围绕着国务院抗震救灾指挥部Web信息系统的设计和实现, 介绍了其主要功能, 阐述了其需求和用例分析、 总体设计过程, 并针对该系统中灾情信息发布模块的具体实现过程, 进行了详细的论述。 同时讨论了在开发Web信息系统过程中碰到的一些技术性问题, 并在实践中加以解决。