从I型来源产生的喜马拉雅"S型"花岩
Huixia Ding1, Zeming Zhang1,2, Matthew J Kohn3
1State Key Laboratory of Geological Processes and Mineral Resources, and School of Earth Sciences and Resources, China University of Geosciences, Beijing 100083, China.
概括
喜马拉雅白石,通常被认为起源于沉积岩 (S型),被证明通常来自火性来源 (I型). 这项研究揭示了这些珠性花岩的岩性来源,挑战了关于它们起源于大型矿物质的先前假设.
科学领域:
- 地质化学 地质化学
- 石化学 石化学是一门学科.
- 地质时间学 (Geochronology)
背景情况:
- 珠的喜马拉雅白石石被广泛接受为起源于半沉积岩 (S型).
- 这种分类是基于地化学特征,如高δ18O和放射性同位素.
- 这些花岩的来源岩石对于理解带地的地演变具有重要意义.
研究的目的:
- 为了研究在喜马拉雅东部的珠白石岩的源岩.
- 通过探索潜在的I型 (原始) 源来挑战S型起源的普遍观点.
- 提供一个全面的数据集,用于重新评估花岩石石化在orogenic设置.
主要方法:
- 对白色花岩和潜在的源岩进行全面的地质年代和地化学分析.
- 体U-Pb年代测定,微量元素分析和Hf同位素分析.
- 实验石矿学模型部分化,并与观察到的白石石化学相比较.
主要成果:
- 白石岩中遗传的岩性石在年龄,微量元素和Hf同位素方面与岩中的同位素是不可区分的,但与岩岩不同.
- 实验性部分化金属花岩石的岩石更好地预测了白色花岩的主要元素化学成分,而不是金属石.
- 以前归因于元沉积物来源的地质化学特征 (例如,高δ18O,87Sr/86Sr) 也在元沉积物岩石中发现.
结论:
- 甲基岩石的部分融化是喜马拉雅山东地区珍珠白石的重要来源,表明I型起源.
- 阴性来源的白石可能在大型热中很常见,代表地的重新加工,而不是仅仅是年轻的添加物.
- 大约20%的喜马拉雅白石可能是I型,尽管它们往往缺乏稀有金属.
相关概念视频
Types of Building Stone
94
Building stones, essential materials for construction, are extracted from natural rock deposits and processed into specific forms and dimensions suitable for various building applications. These stones are broadly classified into three types based on their geological formation: igneous, sedimentary, and metamorphic.
Igneous rocks are formed from the solidification of magma or lava. An example is granite, known for its durability and resistance to weathering, making it ideal for parts of...
Igneous rocks are formed from the solidification of magma or lava. An example is granite, known for its durability and resistance to weathering, making it ideal for parts of...
94
Quarrying of Stone
103
Quarrying is the process of extracting stone from a quarry, where specialized techniques are employed to remove large blocks of stone safely and efficiently. This process can involve controlled explosions or more precision-oriented methods such as cutting and drilling.
One common method involves using a diamond belt saw to cut large blocks from the quarry face. These blocks can be about 50 feet long and 12 feet high. After the initial vertical cut, drilling is performed at the base of the...
One common method involves using a diamond belt saw to cut large blocks from the quarry face. These blocks can be about 50 feet long and 12 feet high. After the initial vertical cut, drilling is performed at the base of the...
103
Types of Cement I
105
Portland cement comes in several types, each with distinct properties and applications based on their chemical composition and hydration characteristics:
Type I (Ordinary Portland Cement) is widely used for general construction where special properties are not required. It has moderate sulfate resistance and heat of hydration.
Type II (Modified Cement) offers moderate resistance to sulfate attack and a lower rate of heat development compared to Type I. It is suitable for structures in...
Type I (Ordinary Portland Cement) is widely used for general construction where special properties are not required. It has moderate sulfate resistance and heat of hydration.
Type II (Modified Cement) offers moderate resistance to sulfate attack and a lower rate of heat development compared to Type I. It is suitable for structures in...
105
Aggregates Classification
305
Aggregate classification is generally based on its size, petrographic characteristics, weight, and source. Size classification ranges from coarse to fine aggregates, defined by the size of the particles. Coarse aggregates are particles that do not pass through ASTM sieve No. 4, and aggregates that pass through the sieve are fine aggregates.
Petrographic classification groups aggregates based on common mineralogical characteristics. Some of the common mineral groups found in aggregates are...
Petrographic classification groups aggregates based on common mineralogical characteristics. Some of the common mineral groups found in aggregates are...
305
Types of Cement II
98
Portland blast-furnace cement is made by blending Portland cement clinker with granulated blast-furnace slag, which accounts for 25 to 65 percent of the cement's weight. Despite its similarities to ordinary Portland (Type I) cement in terms of fineness and setting times, its early strength is lower, though it achieves comparable strength later on. It's particularly suited for mass concrete structures and marine environments due to its lower heat of hydration and superior sulfate...
98


