• Title/Summary/Keyword: Yellow River alluvial plain

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Experimental study on the mechanical behaviors of rigid pile composite foundation in Yellow River alluvial plain upon ground water level fluctuations

  • Yunlong Liu;Chongxuan Yuan;Lei Wang;Sihua Zhang
    • Geomechanics and Engineering
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    • v.39 no.3
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    • pp.211-226
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    • 2024
  • In recent years, the increasingly frequent extreme weather conditions in Yellow River Alluvial Plain (YRAP) like heavy rains and drought have resulted in significant Ground Water Level (GWL) fluctuations. After long-distance transportation by Yellow River, the silt in this area gains characteristics of high particle roundness and poor grain gradation, which makes it sensitive to the changes of water content. Consequently, upon GWL fluctuations, the bearing behaviors of Rigid Pile Composite Foundation (RPCF) gradually deteriorate and result in additional settlement. In order to investigate the changing disciplines and inherent mechanisms of the RPCF bearing behaviors upon GWL fluctuations, a large-scale model test was performed and presented. The experimental results suggest that RPCF settlement experiences a sudden increase in the first GWL fluctuation cycle and then gradually stabilizes in the following cycles. Such phenomenon could be attributed to the soil structure rearrangement induced by matric suction reduction in the GWL rise process and growth of effective stress in the GWL drop process. Further, considering the soil stiffness deterioration in the GWL rise process, the traditional composite modulus method for RPCF settlement estimation was modified to extend its application in unsaturated YRAP. The changing disciplines, mechanisms and estimation method presented can facilitate practicing engineers to gain a more comprehensive understanding on the bearing behaviors of RPCF in YRAP upon GWL fluctuations.

Experimental study on modified low liquid limit silt for abutment backfill in bridge-embankment transition section

  • Shu-jian Wang;Yong Sun;Zhen-bao Li;Kai Xiao;Wei Cui
    • Geomechanics and Engineering
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    • v.32 no.6
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    • pp.601-613
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    • 2023
  • Low liquid limit silt, widely distributed in the middle and down reaches of Yellow River, has the disadvantages of poor grading, less clay content and poor colloidal activity. It is very easy to cause vehicle jumping at the bridge-embankment transition section when the low liquid limit silt used as the backfill at the abutment back. In this paper, a series of laboratory tests were carried out to study the physical and mechanical properties of the low liquid limit silt used as back filling. Ground granulated blast furnace slag (GGBFS) was excited by active MgO and hydrated lime to solidify silt as abutment backfill. The optimum ratio of firming agent and the compaction and mechanical properties of reinforced soil were revealed through compaction test and unconfined compressive strength (UCS) test. Scanning electron microscope (SEM) test was used to study the pore characteristics and hydration products of reinforced soil. 6% hydrated lime and alkali activated slag were used to solidify silt and fill the model of subgrade respectively. The pavement settlement regulation and soil internal stress-strain regulation of subgrade with different materials under uniformly distributed load were studied by model experiment. The effect of alkali activated slag curing agent on curing silt was verified. The research results can provide technical support for highway construction in silt area of the Yellow River alluvial plain.

The Environmental Change at Kimpo Alluvial Plain during the Upper Holocene (김포충적평야의 홀로세 후기 환경변화)

  • 윤순옥;김혜령
    • The Korean Journal of Quaternary Research
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    • v.15 no.2
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    • pp.83-91
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    • 2001
  • The environmental change during the upper Holocene was restored at Kimpo alluvial plain on the left bank of Han-river near the Yellow Sea according to the results of pollen analysis and carbon dating, based on the sea-level change from Ilsan area. Pollenzone I (5.8~7.0 m.a.s.l.) was the period of AP-dominance, including mostly Alnus. Study area was under the lagoon or swamp environment influenced by Flandrian transgression during 5,000~3,200 BP. Pollenzone II (7.0~7.4 m.a.s.l.) was the period of Spore & NAP-dominance. It represents that the vegetational environment was changed to drier condition by falling underwater surface caused by sea-level regression, and influenced by human activity during 3,200~2,300 BP. Subzone I a represented the characteristics of the climax of transgression. During subzone I b, herbs with the dominant Alnus were increased gradually, and it was correlated to the stagnation of high sea-level. Subzone II a was the dominant period of Spore by the gradual falling of sea-level. After that, the study area in swamp was emerged to the lowland by the fallen sea-level and herbs, especially Gramineae increased suddenly during Subzone II b. The sudden increase of NAP such as Artemisia, Chenopodiaceae and Umbelliferae with Gramineae during this period indicates the beginning of agriculture at this study area.

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The Physical Region of China Divided by the Characteristics of Drainage Patterns. (하계망패턴의 특색으로 구분한 중국의 자연지역)

  • Hwang, Sang-Ill
    • Journal of the Korean association of regional geographers
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    • v.2 no.1
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    • pp.151-164
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    • 1996
  • The regional division by the characteristics of the drainage patterns is important to understand its physical environment comprehensively, because the drainage network develops in reflecting characteristics of geological, geographical and climatical features in the drainage basin keenly. This study is the attempt to divide physical region in China whose drainage pattern is diverse. Chinese drainage basin is mainly divided into the interior drainage basin and the peripheral drainage basin. The interior drainage basin is divided into (1)the deranged pattern and (2)the centripetal pattern. The peripheral drainage basin is divided into (1)the dendritic pattern, (2)the parallel pattern, (3)the radial pattern and (4)the anastomatic pattern. Drainage patterns of the interior drainage basin are formed by affecting geographical features and climatic conditions mainly. In the peripheral drainage basin, drainage patterns are formed by other factors: the parallel pattern is connected with geological structure lineament by tectonic movement, the radial pattern with changes of the river channel resulted from the Yellow River's overflow, the anastomotic pattern with human's activities. The distributional features of the physical region in China are as follows: The deranged pattern appears in Zangbai Plateau, the centripetal pattern does in arid basin of the northwest China. the parallel pattern does in Hengduan mountains affected strongly by tectonic movement between Yangtze paraplatform and Indian Plate, does in the upper stream of Yangtze River and Ganges River in the south of Qinghai-Xizang Plateau, the radial pattern in Huaihe Haihe River drainage basin appearing in the alluvial fan region of Yellow River's downstream and the anastomotic pattern does in the delta of Yangtze River, in the northern coastal plain of the Jiangsu-Province and in the delta of Zhujiang River. Except these areas in the peripheral drainage basin, the dendritic pattern is usually found in the other areas.

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Genesis and Mineralogical Characteristics of Acid Sulfate Soil in Gimhae Plain -II. Genesis and Distribution of the Soil Clay Minerals (김해평야(金海平野)에 분포(分布)한 특이산성토(特異酸性土)의 생성(生成)과 광물학적(鑛物學的) 특성(特性) -II. 점토광물(粘土鑛物)의 분포(分布) 및 생성(生成))

  • Jung, Pil-Kyun;Yoo, Sun-Ho
    • Korean Journal of Soil Science and Fertilizer
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    • v.27 no.3
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    • pp.168-178
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    • 1994
  • Acid sulfate soils occur extensively in Gimhae area where they have been formed from the brackish alluvial sediments along the sea coast and river estuary. The strong acid environment enhances silicate weathering and thus affects the soil clay minerals. The minerals were identified through chemical, X-ray diffraction and thermal methods. The ratio of $SiO_2$ and $Al_2O_3$ in the clay fractions ranged from 3.14 to 3.77, indicating that the distribution of the clay minerals were 1 : 1 and 2 : 1 minerals. Cation exchange capacity in the clay fractions was low due to high contents of 1 : 1 minerals and hydroxy interlayered vermiculite(HIV). The B and C horizon rich in jarosite have large amounts of yellow streaks which reflect high content of $Fe_2O_3$ and $K_2O$. Vermiculite and illite were quantified from thermogravimetry(TG), kaolin minerals from both TG and differential thermal analysis(DTA), and HIV from X-ray diffraction analysis. The dominant clay minerals were kaolin minerals, vermiculite, illite and HIV. HIV considered to be formed, especially, in acid soil environments. The minor minerals were quarts, feldspar, jarosite, pyrite, hematite and goethite. Kaolin minerals were the most abundant clay minerals throughout the acid sulfate soil. Kaolin minerals, however, increased towards the top of horizons throughout the soils and HIV decreased towards the top of horizons in the soil of Gimhae series and Haecheog series. Alteration of HIV to kaolin minerals during weathering of low pH condition in deep soil horizons may explain the high quantities of kaolin minerals and the relatively low quantities of HIV in the soil at top horizons.

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