• Economic and Environmental Geology
• /
• v.43 no.5
• /
• pp.517-521
• /
• 2010

• Proceedings of the KSEG Conference
• /
• 2000.04a
• /
• pp.3-18
• /
• 2000

Engineering projects often run into "difficult" ground donditions which cause delays, failures, hugely increased costs or even abandonment with consequent disputes and claims. Pertinent questions are "what constitute difficult conditions\ulcorner" and "how might they be foreseen\ulcorner" and these questions provide the focus for this paper. Geological, geotechnical and hydrogeological models for engineering projects(simplified representations of the ground) need to be developed in a systematic manner. Within these models, the potential hazards associated with material (small) and mass (large) scale attributes of the geology, the environmental setting and the influence of the engineering works themselves need to be considered individually and in a progressive, systematic manner. This paper introduces the concept of a Geotechnical Hazard Review with reference to examples from various engineering works.

• The Journal of Engineering Geology
• /
• v.25 no.3
• /
• pp.323-329
• /
• 2015

Shale gas reserves in China are large, although shale gas production is still in its infancy. This paper reviews Chinese national policies and guidelines related to shale gas development, in particular those related to recent progress in the development of shale gas reserves in Sichuan Province and Chongqing since February 2015. In addition, three large-scale R&D projects related to shale gas development, funded by the Government of China, are introduced, and the scope of the work in each project is described.

• The Journal of Engineering Geology
• /
• v.30 no.4
• /
• pp.435-446
• /
• 2020

The use of groundwater in Korea has increased in recent years to the point where its extraction is restricted in times of drought. This work models the groundwater pumping field as a confined aquifer in a simplified simulation of groundwater flow. It proposes a genetic algorithm to maximize groundwater development using a conceptual model of a steady-state confined aquifer. Solving the groundwater flow equation numerically calculates the hydraulic head along the domain of the problem; the algorithm subsequently offers optimized pumping strategies. The algorithm proposed here is designed to improve a prior initial groundwater management model. The best solution is obtained after 200 iterations. The results compare the computing time for five simulation cases. This study shows that the proposed algorithm can facilitate better groundwater development compared with a basic genetic algorithm.

• The Journal of Engineering Geology
• /
• v.32 no.1
• /
• pp.1-12
• /
• 2022

Based on the extended spatial mobilization plane (SMP) criterion, we present an elastic-brittle-plastic solution for an axisymmetric cylindrical tunnel. The influences of the intermediate principal compressive stress and material strain-softening behavior are considered. Closed-form formulas for the critical support force, radius of plastic zone, and distributions of stress and displacement in surrounding rock are proposed. The elastic-plastic solution based on SMP is compared with the Kastner solution to verify the credibility of the obtained elastic-plastic solution. The elastic-brittle-plastic solution following the SMP criterion and the current solution based on the Mohr-Coulomb criterion are also compared. The rock strain-softening rate and the intermediate principal stress affect the stability of the surrounding rock. The results provide guidance for optimizing the design of support systems for tunnels.

• Analytical Science and Technology
• /
• v.12 no.4
• /
• pp.279-283
• /
• 1999

The purpose of this study was to optimize carbonate suspension counting method for the measurements of high level activity of $^{14}C$ in a reactor stack effluent gases. Although it is less sensitive method, the carbonate suspension counting method has been found to be a suitable technique for the $^{14}C$ monitoring of samples with small amount but with high specific activity and to be relatively simple and fast.

• 한국지구물리탐사학회:학술대회논문집
• /
• 2007.06a
• /
• pp.353-360
• /
• 2007

KIGAM has installed a FLARE+ continuous geomagnetic observation system in 1998 in Daejeon of which the IAGA identification code is DZN. The coordinates of the absolute measurement plinth precisely determined by the PDGPS(Post-Processing Differential Global Positioning System) is (127-21-37.19E, 36-22-43.96N, 45.93 m) in WGS84 for the horizontal and from the geoid surface for the vertical. Periodically we have conducted the absolute geomagnetic measurement on the plinth above. We have processed the continuous time-variation 3-axis geomagnetic data measured on arbitrary sensors' coordinates in the observatory and absolute geomagnetic data together to get as the results the time-variation H(orizontal), D(eclination), Z(vertical down), F(scalar calculated from 3 components) and P(Proton Precession Magnetometer Data). We have compared our own data with those calculated from the 10th generation IGRF(International Geomagnetic Reference Field). All the measured data in the DZN Observatory can be acquired through the website http://geomag.kigam.re.kr.

• Korean Journal of Materials Research
• /
• v.9 no.11
• /
• pp.1062-1068
• /
• 1999

고정원으로부터 배출되는 질소산화물의 저감 기술 중에서 선택적 촉매 환원법(SCR법)은 가장 경제적이고 효율적인 방법으로 알려져 있다. 이 SCR 촉매의 탈질능을 향상시키기 위하여,$ TiOSO_4$ 및 Ti($SO_4$)$_2$용액으로부터 비표면적이 넓은 $TiO_2$의 비표면적 및 결정구조에 미치는 영향과 이들의 상관관계에 대하여 조사하였다. $TiOSO_4$용액으로부터 합성한 $TiO_2$의 최대 비표면적은 $382\m^2$/g이었고, Ti($SO_4$)$_2$용액으로부터 합성한 $TiO_2$의 최대 비표면적은 $335\m^2$/g이었으며, $TiO_2$는 비정질 형태의 결정구조를 보였다. 하소처리에 의해 비정질 $TiO_2$는 결정화되었고, 결정 중에 함유되어 있는 불순물은 $TiO_2$의 결정화를 억제하였다.

• Geomechanics and Engineering
• /
• v.29 no.1
• /
• pp.65-77
• /
• 2022

Determination of strength properties of intact rock using artificial cores has been considered in recent years. In this study, some relationships for estimating the static properties of dolomudstone cores of the Asmari reservoir were presented using artificial cores prepared from cuttings of two wells, southwest of Iran. For this purpose, first natural cuttings (NC) and 33 cores including dolomite limestone (dolomudstone), anhydrite and anhydrite dolomite were prepared between depths of 1714 and 2208 meters. Petrographic, physical, mechanical and dynamic tests were performed on cores, NC and artificial cuttings (AC) which was prepared from the residuals of dolomudstone cores. For preparing the artificial cores, the average porosity of the dolomudstone cores was considered and determined using four methods. Artificial and natural cuttings were classified as dolomite limestone and dolomite limestone to calcareous dolomite, respectively. Using ordinary Portland cement (OPC), water, AC and NC artificial cores were prepared. Results of evaluating the proposed relationships using statistical criteria showed that the static properties of the artificial cores can be used to predict the static properties of the dolomudstone cores.

• The Journal of Engineering Geology
• /
• v.18 no.4
• /
• pp.501-509
• /
• 2008

It is very important in designing civil engineering structures that the quantification of geological informations must be carried out in terms of importance. In this study, the geological informations are quantified and evaluated using analytic hierarchy process (AHP). A professional group was organized with 30 people in the field of civil engineering, transport, and geology. On the assumption that the civil engineering structure is linear such as highway or railroad, a survey of the group in terms of geological and hydro-geological elements has found that the hierarchy structure is composed of four levels. And fault structure is a primary factor which causes the stability of a linear civil engineering structure. The importance of geological items are arranged with fault (0.456), foliation/bedding plane(0.l65), lineation(0.144), ground water(0.124), and rock type(0.111).