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Design Example: Analyzing Capacity Contours for Flood Risk Assessment01:17

Design Example: Analyzing Capacity Contours for Flood Risk Assessment

269
Flood risk assessment involves careful planning and analysis to ensure the safety of communities near water retention structures. Capacity contours are a vital tool in this process, as they illustrate the potential spread of water at specific levels in a given area. In the context of building a bund across a small valley, these contours play a critical role in evaluating the safety of nearby residential areas.In this example, the bund is intended to store stormwater in the valley. The engineers...
269
Effect of Sea Water on Concrete01:22

Effect of Sea Water on Concrete

939
Concrete exposed to seawater can undergo degradation like the dissolution of ettringite and gypsum, increasing the material's porosity and decreasing its strength. In contrast, the crystallization of salts within the concrete's pores can cause expansion, particularly above the waterline where evaporation occurs. Nonetheless, this expansion only happens when seawater, enabled by the concrete's permeability, manages to infiltrate the structure.
Concrete in areas between tide marks,...
939
Unsoundness of Aggregate due to Volume Change01:26

Unsoundness of Aggregate due to Volume Change

336
Unsoundness in aggregates due to volume changes is primarily caused by the physical alterations aggregates undergo, such as freezing and thawing, thermal changes, and wetting and drying. Unsound aggregates, when subjected to these changes, result in volume change upon disintegration. This, in turn, contributes to the deterioration of concrete, including scaling, pop-outs, and cracking. Particular types of aggregates, such as porous flints, cherts, and those containing clay minerals, are...
336
Responses to Drought and Flooding02:41

Responses to Drought and Flooding

11.9K
Water plays a significant role in the life cycle of plants. However, insufficient or excess of water can be detrimental and pose a serious threat to plants.
11.9K
Microcracking in Concrete01:20

Microcracking in Concrete

409
Microcracking in concrete refers to the tiny cracks that can form within the material even before any external load is applied. These microcracks typically occur at the interface between the coarse aggregate and the hydrated cement paste, often as a result of differential volume changes prompted by variations in stress-strain behavior, as well as thermal and moisture movement. Initially, these microcracks remain stable and do not grow substantially until the concrete is stressed to about 30...
409
Design Example: Maintaining Level of an Embankment01:19

Design Example: Maintaining Level of an Embankment

381
Constructing a roadway embankment over uneven terrain requires precise leveling to ensure stability and proper drainage. Surveyors use a leveling instrument and staff to calculate ground elevations and determine the required fill material at each point along the embankment alignment.The process begins by positioning a leveling instrument near a benchmark with a known elevation. A backsight reading establishes the instrument height, which serves as a reference for subsequent measurements. A...
381

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関連する実験動画

Updated: Jan 8, 2026

Mechanical Expansion of Steel Tubing as a Solution to Leaky Wellbores
09:32

Mechanical Expansion of Steel Tubing as a Solution to Leaky Wellbores

Published on: November 20, 2014

12.6K

地下水 の 補足 は 小規模 の 地震 を 引き起こし ます

Hannah Richter

    Science (New York, N.Y.)
    |December 11, 2025
    PubMed
    まとめ

    潜伏している地質断層を再活性化させるプロジェクトが増加しています 地下流体注入活動の増加は,故障システムの行動に新しいリスクをもたらします.

    科学分野:

    • 地質学
    • 水学
    • 地理学

    背景:

    • 水管理とエネルギー貯蔵のための水層注入プロジェクトが 世界的に拡大しています
    • 地下の液体注入は,地表のストレスと圧力体制を変化させることができます.
    • これらのプロジェクトから誘発された地震性の可能性は,ますます懸念されています.

    研究 の 目的:

    • 地層の注入活動の増加と地質的断層の潜在的再活性化との関係を調査する.
    • 大規模な地下流体注入に伴う地震リスクを評価する.

    主な方法:

    • 注入井戸のデータと地震観測記録の分析
    • 注射部位周辺のストレス変化をシミュレートするジオメカニカルモデリング
    • 変化した流体圧下での断層滑りの可能性の評価.

    主要な成果:

    • いくつかの地域では,注入プロジェクトの密度と地震活動との間に有意な相関が観察されました.
    • モデリングは,高圧の流体により,既存の故障に対する効果的ストレスが減少することを示しています.
    • 以前に不活性だったいくつかの断層は,注入によって引き起こされたストレスの変化により,滑り込みの可能性が増加している.

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    A Simple Planting Technique for Re-establishing Trees Where Frequent Inundation Occurs
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    A Simple Planting Technique for Re-establishing Trees Where Frequent Inundation Occurs

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    In Situ Soil Moisture Sensors in Undisturbed Soils
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    In Situ Soil Moisture Sensors in Undisturbed Soils

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    関連する実験動画

    Last Updated: Jan 8, 2026

    Mechanical Expansion of Steel Tubing as a Solution to Leaky Wellbores
    09:32

    Mechanical Expansion of Steel Tubing as a Solution to Leaky Wellbores

    Published on: November 20, 2014

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    A Simple Planting Technique for Re-establishing Trees Where Frequent Inundation Occurs
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    A Simple Planting Technique for Re-establishing Trees Where Frequent Inundation Occurs

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    In Situ Soil Moisture Sensors in Undisturbed Soils
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    In Situ Soil Moisture Sensors in Undisturbed Soils

    Published on: November 18, 2022

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    結論:

    • 静止している断層を再活性化することで,水層注入プロジェクトの拡大は潜在的な危険性をもたらします.
    • 慎重に場所を選び,モニタリングし,圧力管理は誘発性地震のリスクを軽減するために不可欠です.
    • 流体注入と故障ダイナミクスの複雑な相互作用を完全に理解するには,さらなる研究が必要です.