• Journal of the Korean Geotechnical Society
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• v.20 no.5
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• pp.49-58
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• 2004

Consolidation properties of Shihwa deposits were analysed by means of depositional environments. Depositional environments including particle size distributions, sediment structures, geochemical properties, porewater chemistries and carbon age dating were analysed using undisturbed samples retrieved successively from a boring hole in the study area. Laboratory oedometer tests and anisotropic consolidated triaxial tests (CKoUC) for undisturbed samples were performed to examine the overconsolidation phenomena. Based on the results of analysis of depositional environments, it was found that the upper silt/clay mixed layer was deposited under marine condition while underlying sand and clay layers were deposited under fluvial condition. Planar laminated structures of silts and clays were dominant in marine deposits. Although there was no clear evidences that geological erosion had occurred in marine deposits, overconsolidation ratios of the upper marine samples were greater than unity Stress Paths of the upper marine samples behaved similarly to those of normally consolidated clays. Data plotted in stress state charts showed that the marine deposits were normally consolidated in geological meaning. These apparent overconsolidation of the marine deposits can be explained by the structures i.e. chemical bonding due to the difference of the rate of deposition, not by geological erosions and ground water fluctuations.

• Journal of the Korean GEO-environmental Society
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• v.12 no.6
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• pp.43-51
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• 2011

Marine clays are widely distributed in Korean eastern, western and southern coastal areas. Understanding engineering characteristics of the soft ground is very important, whenever civil structures are constructed in those coastal areas. It is because the ground is composed of highly compressible marine clay. In this paper, the physical and compression characteristics of Incheon, Mokpo, Gwangyang and Busan marine clay were analyzed and the characteristics between western and southern coastal marine clays were compared. For this, test results of 1,471 samples from 114 sites were used. As a result, Incheon clay showed the lowest plasticity and the highest unit weight due to influx of silt from the Yellow River and the turn of the tide of Incheon area. However, Gwangyang clay showed highly compressible characteristic due to extensive reclamation. On the other hand, Mokpo and Busan clay showed partially similar levels of characteristics. The compression index of Mokpo and Busan clay was high more than twice in comparison with Incheon clay and that of Gwangyang clay was higher than seventy percents in comparison with Mokpo and Busan clay.

• Journal of the Korean Geotechnical Society
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• v.21 no.3
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• pp.43-54
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• 2005

The ground movements during three. full-scale trial diaphragm wall (DW) panel constructions were monitored and analysed. The DW panels were constructed in reclaimed fill where sedimentary marine deposit and residual weathered soils are being consolidated. The monitoring data showed exceptionally large lateral ground movements of up to 293 mm near a trench due to the DW panel constructions, which is about 0.8$\%$ D, where D is the maximum excavation depth. It was observed that deliberate holding period of the trench resulted in a significant increase in the lateral ground movements of about 50-225$\%$. A pre-treatment of the marine deposit by installing a single line of jet grout columns around the trench prior to the excavation was found to be a very effective way of reducing the ground movements. The measured ground settlements were compared with some relevant case histories. DW panel constructions in sedimentary marine deposit are likely to cause maximum ground surface settlement up to 0.225$\%$ D.

• Geotechnical Engineering
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• v.14 no.5
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• pp.77-88
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• 1998

This study discusses the engineering characteristics and distribution of marine clay in Pohang by providing evidence that Pohang area has been upheaving in connection with the changes of sea level and geographical development in the Babt Coast. It is estimated that the sea level of the East Coast about 10,000 years ago had been 25 meters below than that of the present. The corroborative fact is that the marine clay deposited below the sea level due to the changes of the crust in Pohang is usually found above the sea level. Judging from their OCR values of leas than 0.77 and Bu/po'ratio of less than 0.14 at the depth of 7.8 meters below the ground level, marine clays of Dohu 1-dong and Jangsung-dong in Pohang City are presumed to be in a state of underconsolidation. However, more sophisticated measures and analysis are needed to prove it.

• Journal of the Korean GEO-environmental Society
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• v.14 no.1
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• pp.23-32
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• 2013

Currently, the west coast has focused on large-scale investment and development, such as harbor construction work and land reclamation projects, with soft ground grouting issues being the major concern. In addition, grouting for soft ground reinforcement is definitely considered that construction purpose, soil condition, construction situation, and construction costs. The SRC method, which is a high pressure injection method, can easily produce well-distributed strength regardless of soil characteristics and is environmentally friendly. Therefore in this study, the SRC method was applied to marine clay on the west coast where located Jeongok-ri, Seosin-myeon, Hwaseong-si, Gyeonggi-do, Korea as well as estimated of the ground reinforcement and the application on the site. The results of the application on the site by SRC method indicated age 28 day strength is $14,700{\sim}31,800kN/m^2$ which is satisfied the criterion of unconfined compressive strength that more than $5,333kN/m^2$. Therefore the result that the SRC method constructed marine clay on the west coast indicated the outstanding strength as well as excellent durability.

• Journal of the Korean Geotechnical Society
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• v.17 no.2
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• pp.41-49
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• 2001

본 연구에서는 2단계 확정예정부지의 일부 원지반에서 수행된 CPTu(piezocone penetration test)와 DMT(dilatometer) 및 실내시험 결과를 바탕으로 흙의 분류, 비배수전단강도 그리고 압밀계수 등의 공학적 특성을 살펴보았다. CPTu와 DMT를 이용한 흙의 분류 결과, 점토층 사이에 얇게 산재한 샌드심(sand seam)층을 보다 정확하게 판정할 수 있었다. 삼축압축시험의 비배수 강도($S_{u}$ )를 기준으로 산정한 콘계수는 CPTu의 경우 $N_{k}$ =18.2를, DMT의 경우 Roque(1988)의 제안식을 이용한 $N_{c}$=6.35로 추정한 비배수전단강도가 비교적 일치하는 것으로 나타났다. 또한 CPTu와 DMT를 이용한 수평압밀계수는 비교적 근사한 것을 알 수 있었다. 그러나, 해성점토사이에 실트, 샌드심이 존재하는 실트질 지반에서의 수평압밀계수가 연직압밀계수보다 상당히 크며, 압밀계수비($C_{h(Oedo, CPTu, DMT)}$ /$C_{v Oedo}$ )는 4.3~10.2로 큰 차이를 보이고 있다.

• Geotechnical Engineering
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• v.13 no.4
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• pp.75-84
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• 1997

In this paper, the retardation capacity of marine clay and weathered soil of seashore waste landfill is analyzed by using a laboratory column apparatus for organic and inorganic components which can represent the components of the leachate of municipal waste landfill. The results show that sorption capacity marine clay for potassium is larger than that of weathered soil. Lead and cadmium are adsorbed completely at concentrations higher than the real concentrations developed in the landfill. The bottom soils of seashore landfill can also retard some nondegradable components of organics although their sorption capacities for organics were less than those for inorganics.

• Proceedings of the Korean Society of Soil and Groundwater Environment Conference
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• 2001.04a
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• pp.153-155
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• 2001

법송 방조제 조성지역 매립부 지반의 측방 및 수직변화를 조사하였다. 매립부 지반은 측방 및 수직으로 구성광물과 풍화정도에서 차이를 보여준다 이러한 차이는 기원암의 차이를 반영하는 것으로 편광현미경분석, 주사전자현미경분석, X-선회절분석에서 공통적으로 인지 할 수 있다. 해성점토층의 출현심도는 10m의 일정한 심도로 분포하여 방조제 축조이전 해성층이 수평층이었음을 지시하며 이러한 심도는 매립층의 하한선이 된다. 매립물질의 토색,토성. 풍화도, 구성광물차이에 의한 매립부 지반은 모두 같은 모재를 사용하여 매립되지 않았음을 지시하며 매립물질이 층서구조를 가지고 있는 점은 방조제의 수 차례에 걸쳐 조성되었음을 지시한다. 조사 결과 방조제 코어부와 성토부는 서로 다른 시기에 매립되었을 것으로 추정되며 성토부의 조성은 서로 다른 기원지의 모재를 사용하여 3회 이상에 걸쳐 시행되었음을 의미한다.

• Economic and Environmental Geology
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• v.45 no.2
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• pp.137-144
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• 2012

Soil pan typically presents the problems in soil water movement or in aeration which is not appropriate for a plant root growth, In this study physico-chemical characteristics of soils and micromorphological characteristic of clay accumulated zone were investigated to identify redox characteristic and evolution of a fragipan of Gangreung series commonly developed in coastal terraces. Gangreung series is classified as Aquic Fragiudalfs according to the USDA soil taxonomy. It is known that sedimentary ocean floor results in soil pan having parallel liner soil structure due to landscape evolution around 200 to 250 million years ago. it is considered that illite, kaolinite, and vermiculite are major clay minerals contained in a fragipan of Gangreung series. Mixed gray and reddish brown colored band around soil pores was found and would be the redoxmorphic features of fragipan. It is possibly due to accumulated illuvial clay and ferriargillans in soil pores and aggregates in reducing conditions eluding ferrous material. Therefore, mixed colored band around pores in soils of Gangreung series would be developed from the eluted ferrous materials which were accumulated in fragipan during the emerged land formation.

• Journal of the Korea institute for structural maintenance and inspection
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• v.15 no.4
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• pp.136-145
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• 2011

For a massive project related to building national industrial complexes on a soft ground applied to PVD after dredging and hydraulic fill, laboratory tests were carried out using undisturbed sample taken from various depth. Piezocone penetration and dissipation tests were carried out to assess horizontal coefficient of consolidation and initial stress in field. The ground consists of upper dredged fill and lower original clay layer having both similar marine clays. It should be, however, considered as multi-layered soft ground having different initial void ratio, initial water content, initial effective stress, and permeability and compressibility with directions. To assess initial stress of those soft layers in which have different stress history related to consolidation, CPTu test results, especially excess pore water pressure, were analyzed. It allows to find out distribution of excess pore water pressure and initial stress inner original clay layer.