Academic Journal

Horizontal seepage failure model and experimental study of damaged sidewalls of seams between geotube dam tubes.

التفاصيل البيبلوغرافية
العنوان: Horizontal seepage failure model and experimental study of damaged sidewalls of seams between geotube dam tubes.
المؤلفون: Wen-Long Mao, Yi-Ming Shu, Ke Gu, Xian-Lei Zhang, Zhen Zhang
المصدر: PLoS ONE, Vol 15, Iss 4, p e0231624 (2020)
بيانات النشر: Public Library of Science (PLoS), 2020.
سنة النشر: 2020
المجموعة: LCC:Medicine
LCC:Science
مصطلحات موضوعية: Medicine, Science
الوصف: The impact of damaged sidewalls at the joints between tubes on dam structures subjected to horizontal seepage is investigated. First, an experimental scheme is designed to test the mode and critical gradient of seepage failure of the soil in the damaged tubes. The effects of various overburden pressures (0, 5, 10, 20, and 30 kPa), hole radii(0.5, 1.0, 1.5, and 2 cm) and soil specimen properties were studied. The test phenomena and the changes in the pore water pressure were used to determine the seepage failure modes and the critical gradients under different conditions. Combined with the modified Terzaghi soil arching theory, a mathematical model was developed for the critical gradient for soil seepage failure. The model fitting curve was in good agreement with the laboratory test results. The critical gradient is independent of the overburden pressure and weakly dependent on the internal friction angle of the soil. The critical gradient increases with the cohesion. For fixed characteristic soil parameters, the critical gradient decreases at a gradually decreasing rate as the radius of the damaged hole increases.
نوع الوثيقة: article
وصف الملف: electronic resource
اللغة: English
تدمد: 1932-6203
Relation: https://doaj.org/toc/1932-6203
DOI: 10.1371/journal.pone.0231624
URL الوصول: https://doaj.org/article/db76a11dcbc243c4a7b058f588a6b901
رقم الانضمام: edsdoj.b76a11dcbc243c4a7b058f588a6b901
قاعدة البيانات: Directory of Open Access Journals
الوصف
تدمد:19326203
DOI:10.1371/journal.pone.0231624