Results 41 to 50 of about 2,901 (167)
BuildingsIn earthquake engineering and hydraulic engineering, the dynamic mechanical behavior of cohesive soils is crucial to ensure structural stability. However, most existing dynamic constitutive models fail to adequately account for the influence of strain ...
Yue Zhang +7 more
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A Method of Predicting Hydraulic Conductivity of Cohesive Soils Based on Kozeny-Carman Equation [PDF]
长江科学院院报[Objective] Research on predicting the hydraulic conductivity of cohesive soils is relatively lacking. The classical Kozeny-Carman equation provides an effective method for estimating the hydraulic conductivity of coarse-grained soils, but it performs ...
ZHENG Yu-hao, MEI Zhi-ping, LIU Fu-yang, ZHOU Sheng-tao
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Pile Load Capacity – Calculation Methods
Studia Geotechnica et Mechanica, 2015 The article is a review of the current problems of the foundation pile capacity calculations. The article considers the main principles of pile capacity calculations presented in Eurocode 7 and other methods with adequate explanations.
Wrana Bogumił
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Geotechnical characteristics of effluent contaminated cohesive soils
Journal of Environmental Engineering and Landscape Management, 2017 In developing countries like Pakistan, raw industrial effluents are usually disposed-off directly into open lands or in water bodies resulting in soil contamination.
Muhammad Imran Khan +3 more
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Open GeosciencesAs the value ranges presented in the literature with tables and graphs that feature soil index properties related to the soil swelling potential are intertwined, their interpretation may pose certain challenges.
Kalkan Murat
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Budownictwo i Architektura, 2014 In this paper preliminary characteristics of selected cohesive soils of Lublin region that can be used in waterproofing applications in geotechnics and constructions is presented.
Lucjan Gazda, Małgorzata Franus
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Criteria of Erosion for Cohesive Soils
, 2007 This paper focus on three types of erosion: the suffusion, the backward erosion, and the piping erosion processes. A new triaxial device to quantifying suffusion and backward erosion, and a new model for interpreting the Hole Erosion Test, are presented.
Bonelli, Stéphane +3 more
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The Potential Use of Nanoclayto Increa Strength of Contaminated Soil
MATEC Web of Conferences, 2016 Totally contaminated soils is known as problematic soils. Also cohesive soil with low strength is not suitable for geotechnical structures. One of the soil improvement techniques is adding an additive to soil. Given the widespread use of nanoparticles in
Mohammad Ali Zomorodian Seyed +2 more
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Rigidity of “Warsaw clay” from the Poznań Formation determined by in situ tests
Open Geosciences, 2020 The character of morphogenetic processes occurring within river valleys depends on the mechanical and hydrogeological properties of deposits that build up such landforms.
Rabarijoely Simon
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Performance evaluation of the Generalized Bounding Surface Model in the simulation of Cajicá clay subjected to monotonic loading [PDF]
E3S Web of ConferencesDifferent constitutive models, based on principles of mechanics and experimental evidence, have been developed over several decades to represent and predict the stress-strain behavior of soils subjected to various loading conditions.
González-Olaya Ricardo +2 more
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