• 제목/요약/키워드: Pebble

검색결과 187건 처리시간 0.045초

조선루층군(朝鮮累層群) 상부 캠브리아계(系) 화절층(花折層)에 협재(挾在)된 Carbonate Flat Pebble Conglomerate의 성인(成因) (Origin of Carbonate Flat Pebble Conglomerate of the Upper Cambrian Hwajǒl Formation, Chosǒn Supergroup, Korea)

  • 박병권;한상준
    • 자원환경지질
    • /
    • 제18권2호
    • /
    • pp.177-184
    • /
    • 1985
  • The carbonate flat pebble conglomerates (CFPC) are interbedded as lenticular bed in the greenish rhythmite of the upper part of $Hwaj{\check{o}}l$ Formation, $Jos{\check{o}}n$ Supergroup. Pebbles are composed mainly of lime-mudstone with small amounts of bioclasts and silt-sized subangular quartz grains. The matrix among pebbles is composed mainly of sparry calcite with relatively much amounts of bioclasts, silt-sized subangular quartz grains and authigenic pyrite crystals or grains. The sparry calcite of the matrix seems to be the results of neomorphism of skeletal sands and bioclasts. The pebbles are well rounded and no plastic deformations are found. Some pebbles show the outer rim of glauconite. CFPC are not associated with any other intertidal features such as stromatolites, flaser bedding and channel structures. Also any features indicative of subaerial exposure such as dessication cracks, fenestrae and so on are not found in the bed. The sedimentological features of CFPC suggest that the following conditions appear to have been necessary for the formation of CFPC : 1) episodic deposition of thin, permeable calcareous beds separated argillaceous beds; 2) preservation of these beds near the sediment-water interface where they could become rapidly cemented; 3) erosion and redeposition of the partially lithified beds by storms or other exceptional erosional events. Eventually storm erosion and redeposition together represent only one of several critical conditions in the genesis of CFPC. The CFPC are very common in Cambrian and lower Ordovician formations, and become very rare in the younger carbonate formations. The expansion of infauna after Ordovician Period eliminated the widespread potential for rapid submarine cementation which is one of the critical factors to form CFPC.

  • PDF

태백산분지 내 새로운 행매층 분포 확인 (New Occurrence of Haengmae Formation in Taebaeksan Basin)

  • 송윤구;박채원;김남수;최성자;최위찬;권상훈;장이랑
    • 자원환경지질
    • /
    • 제54권3호
    • /
    • pp.365-372
    • /
    • 2021
  • 행매층은 정선석회암과 회동리층 사이에 위치하며 회동리층의 존재 및 지질시대를 결정하게 하는 중요한 역할을 하는 지층이다. 행매층의 분포조사를 통해 정선 및 옥계 일원에서 쇄설성 탄산염암이 확인되었으며 이들에 대한 암석학적 및 광물학적 특성을 규명하였다. 쇄설성 탄산염암의 암상 특성은 함돌로마이트역-미사질 백운암, 혹은 입자암(Dolomite-pebble bearing fine sand-sized dolostone, or grainstone)으로 정의할 수 있다. 광물조성 및 미세구조적 특징으로는 단결정 돌로마이트와 Mg-펜자이트의 존재, 그리고 입자 사이를 충진하는 교질물질로 나타나는 방해석의 생성이다. 이 같은 특성은 정선군 미탄면 행매동 일원의 전형적인 행매층의 특성과 일치하고 있어, 정선과 옥계 일원의 쇄설성 탄산염암이 행매층임을 지시한다. 본 연구결과는 태백산분지내에서 행매층은 독립 암층서단위일 뿐만 아니라 평안누층군 홍점층 직하부의 조선누층군인 정선석회암과 석병산석회암 상부에 분포하고 있음을 제시해 준다.

Investigation on physical and mechanical properties of manufactured sand concrete

  • Haoyu Liao;Zongping Chen;Ji Zhou;Yuhan Liang
    • Advances in concrete construction
    • /
    • 제16권4호
    • /
    • pp.177-188
    • /
    • 2023
  • In the context of the shortage of river sand, two types of manufactured sand (MS) were used to partially replace river sand (RS) to design manufactured sand concrete (MSC). A total of 81 specimens were designed for uniaxial compression test and beam flexure test. Two parameters were considered in the tests, including the types of MS (i.e. limestone manufactured sand (LMS), pebble manufactured sand (PMS)) and the MS replacement percentage (i.e., 0%, 25%, 50%, 75%, 100%). The stress-strain curves of MSC were obtained. The effects of these parameters on the compressive strength, elastic modulus, peak strain, toughness and flexural strength were discussed. Additionally, the sensitivity of particle size distributions to the performance of MSC was evaluated based on the grey correlation analysis. The results showed that compared with river sand concrete (RSC), the rising slope of the stress-strain curves of limestone manufactured sand concrete (LMSC) and pebble manufactured sand concrete (PMSC) were higher, the descending phrase of LMSC were gentle but that of PMSC showed an opposite trend. The physical and mechanical properties of MSC were affected by the MS replacement percentage except the compressive strength of PMSC. When the replacement percentage of LMS and PMS were 50% and 25% respectively, the corresponding performances of LMSC and PMSC were better. In generally, when the replacement percentage of LMS and PMS were same, the comprehensive performance of LMSC were better than that of PMSC. The constitutive model and the equations for mechanical properties were proposed. The influence of particle ranging from 0.15 mm to 0 mm on the performance of MSC was lower than particle ranging from 4.75 mm to 0.15 mm but this influence should not be ignored.