• Geomechanics and Engineering
• /
• 제31권1호
• /
• pp.71-86
• /
• 2022

In Taiwan, an efficient approach for enhancing the stability of colluvium slopes is the drilled shaft method. For slopes with drilled shafts, the soil arching effect is one of the primary factors influencing slope stability and intertwines to the failure mechanism of the pile-soil system. In this study, the contribution of soil arching effect to slope stability is evaluated using the FEM software (Plaxis 3D) with the built-in strength reduction technique. The result indicates the depth of the failure surface is influenced by the S/D ratio (the distance to the diameter of piles), which can reflect the contribution of the soil arching effect to soil stability. When α (rock inclination angles)=β (slope angles) is considered and the S/D ratio=4, the failure surface of the slope is not significantly influenced by the piles. Overall, the soil arching effect is more significant on α=β, especially for the steep slopes. Additionally, the soil arching effect has been included in the proposed stability charts. The proposed charts were validated through two case studies, including that of the well-known Woo-Wan-Chai field in Taiwan. The differences in safety factor (FoS) values between the referenced literature and this study was approximately 4.9%.

• 한국농공학회:학술대회논문집
• /
• 한국농공학회 2000년도 학술발표회 발표논문집
• /
• pp.513-518
• /
• 2000

It has been acknowledged that fertilizer, natural soil nitrogen and animal waste, municipal waste have different mass ratio of nitrogen which is presented as a symbol of $\delta^{15}$N. and that the values of $\delta^{15}$N for fertilizer and natural soil nitrogen and animal waste are placed less than +5$\textperthousand$ and higher than +10$\textperthousand$, respectively. thus, Nitrogen pollution sources and contribution can be interpreted in watershed through $\delta^{15}$N analysis and then, analysis is performed with Kjeldhl-Dumas method. In this study, The values of $\delta^{15}$N are between +1.46$\textperthousand$ and +8.97$\textperthousand$, and the nitrate concentration is placed less than 3.31mg/L and higher than 0.19mg/L, respectively. Thus, this watershed is noncontamination area at the present time. But as a result of $\delta^{15}$N, contribution of natural soil nitrogen be discovered in this watershed, presently.

• 한국물환경학회지
• /
• 제40권2호
• /
• pp.67-78
• /
• 2024

The introduction of a significant amount of phosphorous into aquatic environments can lead to eutrophication, which can in turn result in algal blooms. For the effective management of watersheds and the prevention of water quality problems related to nonpoint organic matter (OM) sources, it is essential to pinpoint the predominant OM sources. Several potential OM sources were sampled from upper agricultural watersheds, such as fallen leaves, riparian reeds, riparian plants, paddy soil, field soil, riparian soil, cow manure, and swine manure. Stream samples were collected during two storm events, and the concentrations of dissolved organic carbon (DOC) and phosphorous (DOP) from these OM sources and stream samples were assessed. DOM indicators using fluorescence spectroscopy, including HIX, FI, BIX, and EEM-PARAFAC, were evaluated in terms of their relevance in discerning DOM sources during storm events. Representative DOM descriptors were chosen based on specific criteria, such as value ranges and pronounced differences between low and high-flow periods. Consequently, the spectral slope ratio (S_R) paired with fluorescence index (FI) using end-member mixing analysis (EMMA) proved to be suitable for estimating the contribution of organic carbon (OC). The contribution of each organic phosphorous (OP) in stream samples was determined using the phosphorous-to-carbon (P/C) ratio in conjunction with the OC contribution. Notably, OP derived from swine manure in stream samples was found to make the most dominant contribution, ranging from 61.3% to 94.2% (average 78.1% ± 12.7%). The results of this research offer valuable insights into the selection of suitable indicators to recognize various OM sources and highlight the main sources of OP in forested-agricultural watersheds.

• 한국환경과학회지
• /
• 제14권5호
• /
• pp.463-471
• /
• 2005

This study is designed to investigate the characteristics of $PM_{10}$ concentration and the chemical composition of heavy metallic components in the $PM_{10}$ sampled in western Busan from March to May, 2003. $PM_{10}$measurement was done during springtime of 2003, totaling 29 days: 9 days in March, 10 days in April and 10 days in May. With a sampling time of 24 hours, it started 9:00 AM on that day and ended 9:00 AM the next day. The mean contribution ratio of soil during springtime was $10.3\%$. Al had a significant correlation with Ca, Fe, Mg and Si and little correlation with Na, Ni and Zn.

• The Korean Journal of Ecology
• /
• 제12권3호
• /
• pp.203-208
• /
• 1989

This study was objected to figure out the soil microarthropod fauna in forests with different flora, and to elucidate how environmental factors affect the diversity of soil microarthropods. Relationships between the distribution density of soil microarthropods and environmental factors were correlated positively with organic matter and C/N ratio. By the calculation of the contribution coefficients, organic matter, amount of precipitation, C/N ratio, and soil moisture were found to be major environmental factors that affect the distribution of soil microarthropods.

• 자원환경지질
• /
• 제55권5호
• /
• pp.439-445
• /
• 2022

하천퇴적물에 포함된 유기 오염물질의 기원은 다양하지만 주로 자연 기원의 산토양과 인위적 기원인 우분으로 구분할 수 있다. 영주댐 유역 토일천의 하천퇴적물에 포함된 유기오염물질의 기여도를 평가하기 위하여 산토양과 우분 및 하천퇴적물의 질소와 탄소 동위원소 분석을 수행하였다. 탄소동위원소비(δ¹³C) 평균값은 하천퇴적물 -25.17‰, 우분 -22.34‰, 산토양 -26.39‰으로 하천퇴적물은 산토양의 영향을 조금 더 받은 것으로 판단된다. 질소동위원소비(δ¹⁵N) 평균값은(‰)는 하천퇴적물 9.46‰, 산토양 1.99‰, 우분 19.53‰이다. 질소동위원소 분석결과에 의하면 토일천 하천 퇴적물은 자연기원의 산토양보다 인위적 기원인 우분의 기여도가 약간 더 높은 것으로 추정된다.

• 한국지하수토양환경학회지:지하수토양환경
• /
• 제16권6호
• /
• pp.122-132
• /
• 2011

Mercury accumulates in biota mainly as methylmercury. In nature, methylmercury shows high affinity to organic matter and $CH_3Hg^+$-organic matter complexation affects the mobility and bioavailabiity of methylmercury. In this study, we examined the methylmercury binding sites in an aquatic humic acid as affected by the pH condition using Hg $L_{III}$-edge extended X-ray absorption fine structure (EXAFS). We evaluated methylmercury binding humic ligands using methylmercury-thiol, methylmerury-carboxyl, and methylmercury-amine complexation models. When $CH_3Hg^+$-to-humic reduced sulfur ratio is 0.3, we found that most of $CH_3Hg^+$ binds to thiol ligands at pH 5 and 7. At pH 7, however, some carboxyl or amine ligand contribution is observed, unlike at pH 5 where $CH_3Hg^+$ almost exclusively binds to thiol ligands. The carboxyl or amine ligand contribution may indicate that some types of thiol ligands in the natural organic matter have relatively low complexation constants or acid dissociation constants compared to those of some carboxyl or amine ligands. Analysis results indicate that ~0.2 fraction of methylmercury binds to amine or carboxyl ligands and ~0.8 to thiol ligands at pH 7.

• 한국토양비료학회지
• /
• 제33권6호
• /
• pp.398-404
• /
• 2000

본 시험은 높은 비율의 물로 회석된 토양용액의 EC(electrical conductivity)와 saturation parte EC($EC_e$) 간의 상관관계를 검토하고자 실시하였다. 시험토양은 24개 절화장미 재배지에서 수집하였고, 토성은 대부분 양토와 미사질양토 이었으며, 얻어진 시험 결과는 다음과 같다. 토양용액의 총이온 함량과 EC 간에는 고도의 정의 상관관계가 인정되고, 물추출 비율이 증가할수록 토양용액중 이온의 총략은 증가하였으나, 1:1, 1:2, 1:5 비율로 EC를 측정한 다음 각각 1, 2, 5를 곱한 EC 값은 $EC_e$에 비해 현저히 낮은 결과를 보였다. 이는 보다 높은 비율의 물로 추출한 용액의 EC와 $EC_e$간에 큰 오차가 있음을 의미한다. 포화 이상의 물추출조건 하에서 발생하는 이러한 오차를 감소시키기 위하여 회석된 용액의 EC값에 새로온 Diluted factor(DF)와 비선형 등식을 적용하여 $EC_e$를 추정한 결과, 두 방법 모두 측정된 ECe와 추정된$EC_e$간 1차 식의 기울기가 1에 근접하여 새로 적용된 방식들이 기존의 측정방식에 비해 정확성을 높여줄 수 있는 것으로 나타났다. 반면에 DF값은 토성에 크게 의존적이며, 비선형 등식을 이용한 측정방식은 토양의 saturation percentage에 따라 추정된 $EC_e$가 변동되므로 폭넓은 토성에 대한 추가적인 연구가 필요할 것으로 판단된다.

• Geomechanics and Engineering
• /
• 제22권3호
• /
• pp.237-244
• /
• 2020

To achieve a wide suction range, the low suction was imposed on compacted silt specimens by the axis translation technique and the high suction was imposed by the vapor equilibrium technique with saturated salt solutions. Firstly, the results of soil water retention tests on compacted silt show that the soil water retention curves in terms of gravimetric water content versus suction relation are independent of the dry density or void ratio in a high suction range. Therefore, triaxial tests on compacted silt with constant water content at high suctions can be considered as that with constant suction. Secondly, the results of triaxial shear tests on unsaturated compacted silt with the initial void ratio of about 0.75 show a strain-hardening behavior with a slightly shear contraction and then strain-softening behavior with an obviously dilation. As the imposed suction increases, the shear strength increases up to a peak value and then decreases when the suction is beyond a special value corresponding to the peak shear strength. The residual strength increases to fair value and those at high suctions are almost independent of imposed suctions. In addition, the contribution of suction to the strength of compacted silt would not diminish even in a high suction range.

• Geomechanics and Engineering
• /
• 제12권2호
• /
• pp.295-312
• /
• 2017

Cast in situ and grouted concrete helical piles with 150-200 mm diameter half cylindrical ribs have become an economical and effective choice in Shanghai, China for uplift piles in deep soft soils. Though this type of pile has been successful used in practice, the reinforcing mechanism and the contribution of the ribs to the total resistance is not clear, and there is no clear guideline for the design of such piles. To study the inclusion of ribs to the contribution of shear resistance, the shear behaviour between silty sand and concrete slabs with parallel ribs at different spacing and angles were tested in a large direct shear box ($600mm{\times}400mm{\times}200mm$). The front panels of the shear box are detachable to observe the soil deformation after the test. The tests were modelled with three-dimensional finite element method in ABAQUS. It was found that, passive zones can be developed ahead of the ribs to form undulated failure surfaces. The shear resistance and failure mode are affected by the ratio of rib spacing to rib diameter. Based on the shape and continuity of the failure zones at the interface, the failure modes at the interface can be classified as "punching", "local" or "general" shear failure respectively. With the inclusion of the ribs, the pull out resistance can increase up to 17%. The optimum rib spacing to rib diameter ratio was found to be around 7 based on the observed experimental results and the numerical modelling.