Results 111 to 120 of about 7,725 (269)

The compressive creep of rockfill

open access: yes, 2023
Abstract Multistage constant stress rates loading-creep tests were carried out on air-dried slate rockfill. The influences of the loading history on the creep deformation of rockfill were investigated, including the prior loading stress rate, the stress increment size of prior loading, and the history of early loading and early creep, in which '
DENG Gang   +4 more
openaire   +1 more source

Developing a mathematical framework in preliminary designing of detention rockfill dams for flood peak reduction

open access: yesEngineering Applications of Computational Fluid Mechanics, 2019
Hydraulic designing of rockfill detention dam is based on the treatment of nondarcian and non-linear turbulence flow in coarse porous media. Previous literature focused only on the regular outlet ponds, and there is a shortcoming in the design ...
Hossien Riahi-Madvar   +4 more
doaj   +1 more source

Modeling Static Behavior of Rockfill Materials Based on Generalized Plasticity Model

open access: yesAdvances in Civil Engineering, 2019
Rockfill materials are commonly used for dam construction. Establishing an effective model that can reasonably describe the mechanical properties of rockfill material is very important for the calculation of earth-rock dam engineering.
Shihai Bian, Bo Wu, Yongzheng Ma
doaj   +1 more source

A simulation-optimization approach to determine optimum features of detention rockfill dams under flood condition [PDF]

open access: yesمهندسی منابع آب, 2019
Detention rockfill dams are one of the structural methods that can control flood risks with no impermeable core or membrane. These dams decrease the maximum discharge of flood hydrograph and postpone the time of its occurrence reducing life and financial
Nafiseh Khoramshokooh   +2 more
doaj  

Grouted rockfill a material between rockfill and concrete

open access: yesGeotecnia, 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.
openaire   +1 more source

Dynamic deformation characteristics of sands and rockfill materials

open access: yes, 1993
Cyclic torsional simple shear (CTSS) tests and cyclic triaxial (CTX) tests were carried out to investigate the dynamic deformation characteristics of sands and rockfill materials. It was found that the shear modulus and damping ratio can be expressed as
Norihisa Matsumoto, Nario Yasuda
core   +1 more source

Fractional generalized plastic model for rockfill

open access: yesYantu gongcheng xuebao
This paper extends the theory of generalised plasticity by applying the Caputo fractional differentiation approach to develop a new fractional constitutive model for rockfill.
LI Haichao 1, WE Yingjie 2, TONG Chenxi 3, FAN Yifei 1, CAI Jing 1, 4
doaj   +1 more source

PEMODELAN HYDRAULIC FRACTURE PADA SAAT PENGISIAN WADUK PERTAMA BENDUNGAN ROCKFILL

open access: yes, 2020
Bendungan rockfill akan mengalami kondisi kritis pada awal pengisian waduk akibat terjadinya hydraulic fracture pada hulu inti bendungan. Hydraulic fracture (retak hidrolis) pada bendungan rockfill terjadi akibat tanah tidak mampu menahan tegangan tarik ...
Koven, Wilson   +2 more
core   +1 more source

Rockfill Modelling

open access: yesGeotecnia, 1983
Rockfill material cannot be tested in a natural scale because of the particle size. So there are doubts concerning the accuracy of the laboratory results obtained by the modelling of this material. The main purpose of this work is to contribute to the answer of this question. The minimum size sample that may be tested in laboratory, the parameters used
openaire   +1 more source

Study on Hydraulic Fracturing of Core-type Rockfill Dams [PDF]

open access: yes, 1996
The mecanism of hydraulic fracturing in the core-type rockfill dams was studied in this paper. Series of laboratory seepage fracture tests were carried out on fill materials to investigate the relationship between the hydraulic gradient at failure and ...
大根, 義男   +3 more
core  

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