Results 81 to 90 of about 803 (219)
, 2022 Inversion analysis is usually an efficient solution to process the monitoring data of earth-rockfill dams. However, it is still difficult to obtain calculation results that are consistent with monitoring data due to different construction statuses.
Guicai Shi +5 more
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SHEAR STRENGTH CHARACTERISTICS OF A ROCKFILL MATERIAL
, 2020 In last five decades, direct shear test has emerged out as an effective method for determining shear strength of soils and various other materials, because of its simplicity and reliable results.
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Generalized method for assessment of compressibility of rockfill material
, 1997 Examination of experimental data of the modelled rockfill materials using parallel gradation technique has revealed that the plots of logarithm of strain at failure against logarithm of confining pressure are linear.
Nagaraj, TS, Sitharam, TG, Yaligar, P
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Modelo não linear de viga para a obtenção de esforços em serviço aplicado a lajes de barragem de enrocamento com face de concreto [PDF]
, 2012 Dissertação (mestrado) - Universidade Federal de Santa Catarina, Centro Tecnológico, Programa de Pós-Graduação em Engenharia Civil, Florianópolis, 2009Em projetos estruturais, a determinação das solicitações para a verificação dos Estados Limites de ...
Pereira, Janaina da Silva
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Effect of loading history on time dependent deformation of rockfill
, 2012 The paper explores the time-dependent compressibility of coarse crushed quartzitic slate, focusing on the effects of the previous loading history. Large diameter oedometer tests were performed at different relative humidity (or total suctions) and ...
Alvarado de Menéndez, Clara Elena +3 more
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Scale effect of rockfill materials using super-large triaxial tests
Yantu gongcheng xuebao, 2019 A super-large triaxial apparatus and a common large triaxial apparatus are used to conduct triaxial tests on quarried rockfill materials with the maximum particle size dmax of 200 and 60 mm in parallel gradation. The study mainly focuses on the effect of
KONG Xian-jing 1, 2, NING Fan-wei 1, 2, LIU Jing-mao 1, 2, ZOU De-gao 1, 2, ZHOU Chen-guang 1, 2
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Filling standards and gradation optimization of rockfill materials
Yantu gongcheng xuebao, 2018 Based on the fractal theory, a large number of relative density tests, compression tests and triaxial tests on rockfill are carried out. The relationships among gradation, dry density, compressive modulus, failure strength and particle breakage of ...
ZHU Sheng 1,2, ZHONG Chun-xin 1, ZHENG Xi-lei 2, GAO Zhuang-pin 1, ZHAN Zhen-gang 3
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A State-Dependent Constitutive Model for Unsaturated Rockfill Materials
, 2021 This chapter presents a state-dependent elastoplastic constitutive model for both saturated and unsaturated rockfill materials. The model, which is developed within an extended critical-state framework, uses two independent stress state variables: total stress and total suction.
Liujiang Wang, Zhongzhi Fu
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Grouted rockfill a material between rockfill and concrete
Geotecnia, 1985 Define-se enrocamento argamassado e compara-se a sua composição, características e processo de execução com outros materiais afins, tais como o simples enrocamento, o betão injectado, o betão cilindrado, o betão ciclópico, o seixo-cimento, o solo-cimento e o macadame.
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Constitutive Modelling of Wetting Deformation of Rockfill Materials
International Journal of Civil Engineering, 2018 In this paper, the constitutive framework of hypoplasticity is used to model long-term deformations and stress relaxations of weathered and moisture sensitive rockfill materials. The state of weathering of the material is represented by a so-called solid hardness in the sense of a continuum description.
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