Results 21 to 30 of about 106,886 (361)
Analysis of the Second Order Effect of the SSI on the Building during a Seismic Load
Infrastructures, 2021 The type and the properties of the soil can potentially intensify the internal forces on buildings during seismic loads. To predict the effects of the soil parameters on the soil–structure interaction of buildings, it is necessary to consider the soil ...
El Mehdi Echebba +5 more
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Effect of Cohesive and Non-Cohesive Soils on Equilibrium Scour Depth
Tikrit Journal of Engineering Sciences, 2007 In this research ,the effect of cohesive soils ( clay ) and non –cohesive soils sand on equilibrium scour depth was studied .Experiments were carried out on two types of clay and two types of sand as a bed material using an obstruction ( pier ) to create
Saleh Issa Khassaf
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Effect of Soil Constitutive Models on Numerical Modeling of Cantilever Retaining Wall [PDF]
رویکردهای نوین در مهندسی عمران, 2018 In the present study static response of cantilever retaining walls have been investigated by consideration of various soil constitutive models by means of finite element method with using PLAXIS 2-D software. Simulations have been performed at heights of
Navid Hasanpouri Notash +2 more
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Shuiwen dizhi gongcheng dizhi, 2021 The rough back of a wall causes the deflection of the soil stress direction behind the wall. At present, there are few studies on the influence of the deflection of the soil stress direction on the earth pressure in cohesive soils.
Jiayu WANG +3 more
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Jet Scour in Cohesive and Non-Cohesive Soil
, 2023 A safe design of hydraulic structures depends on reliable estimations of the scour generated by the interaction between flow, structure, and bed sediments. Non-cohesive and cohesive soils are characterized by very different scour processes. Consequently, the behavior of the two soil types under scour has usually been studied separately.
Di Nardi, J. +3 more
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Development of shear resistance at cohesive soil – geotextile interfaces [PDF]
E3S Web of ConferencesThe shear resistance at cohesive soil – geotextile interfaces is important for the proper design of geotextile-lined structures. Although the interaction behaviour at cohesive soil – geotextile interfaces has been studied in the past, most of those ...
Markou Ioannis, Evangelou Evangelos
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Chemical Engineering Transactions, 2018 The shear strength parameter of rock and soil is the basis of engineering design. As the rock-soil environment is ever-changing, geotechnical parameters that are obtained at a certain point of time can represent no other than the geotechnical condition ...
Zhonghuan Huang, Ziqiang Zhu
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A study of anisotropy of magnetic susceptibility of cohesive soil under unconfined compression
Shuiwen dizhi gongcheng dizhi, 2021 In recent years, the unloading of excavation engineering activities such as foundation pits and tunnels has caused excessive lateral deformation of cohesive soil, which result in more and more engineering accidents.
Qian SUN, Changhong YAN, Yang LIU
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Effect of Specimens’ Height to Diameter Ratio on Unconfined Compressive Strength of Cohesive Soil
Studia Geotechnica et Mechanica, 2023 The undrained shear strength (Su) and cohesion (Cu) of cohesive soils are frequently determined using an unconfined compression test. However, the test results are heavily dependent on specimen size.
Gebresamuel Haile Tsegay +3 more
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Assessment of embankment dams breaching using large scale physical modeling and statistical methods
Water Science, 2018 Understanding the failure mechanisms of embankment dams due to overtopping is essential for the design of flood mitigation, flood mapping, and flood warning systems.
Muhammad Ashraf +3 more
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