Fine-Grained Lightweight Concrete from Volcanic Tuffsawing Waste

2021 ◽  
Vol 1043 ◽  
pp. 115-120
Author(s):  
Beslan Beshtokov ◽  
Aues Tsipinov ◽  
Marita Mashukova ◽  
Astemir Ozrokov ◽  
Timur Tokmakov

The article is devoted to the study of the fine-grained lightweight concrete properties on porous aggregates of volcanic tuff from the Kamenskiy deposit in Kabardino-Balkaria, prepared on tuff sand.

2018 ◽  
Vol 760 ◽  
pp. 83-90 ◽  
Author(s):  
Ivana Chromková ◽  
René Čechmánek

The paper brings current results of a project that places emphasis on comparison of different fine-grained concrete resistance to influence of aggressive solutions of biogenic or biological origin. For laboratory testing, there were preferentially selected aggressive environments, to which concrete constructions of agricultural structures or sewage networks are exposed. Basic physical-mechanical parameters of concrete samples exposed to aggressive solutions for 1 year are stated in the paper.


2017 ◽  
Vol 133 ◽  
pp. 209-218 ◽  
Author(s):  
Chaabane Lynda Amel ◽  
El-Hadj Kadri ◽  
Yahia Sebaibi ◽  
Hamza Soualhi

2021 ◽  
pp. 1-12
Author(s):  
Taher A. Tawfik ◽  
Doha M. AlSaffar ◽  
Bassam A. Tayeh ◽  
Khaled Ali Metwally ◽  
Ibrahim M. ElKattan

2020 ◽  
pp. 1-2
Author(s):  
Mauli G. Joshi ◽  
Jayeshkumar R. Pitroda*

major uster problem today is related to disposal of waste generated in the industry and to nd solution of reusing it. The marble industry produce desirable wastes, irrespective of improvements introduced in the 65% during manufacturing and 30% during cutting process. This study deals with reviewing the use of waste from marble industry in light-weight aggregate and the effect on fresh and hardened concrete properties. Light weight concrete reduce DL and overall cost as compare to concrete. These are basically cold materials which will helps to decrease Indore temp.Waste material utilization helps to maintain cleanliness. Lightweight concrete is porous which helps to control ood water and also the earthquake damage due to its light self-weight


2019 ◽  
Vol 974 ◽  
pp. 131-135 ◽  
Author(s):  
Sergey V. Klyuev ◽  
A.V. Klyuev ◽  
E.S. Shorstova

The effectiveness of silica fume for the fine-grained concrete used for 3-D technologies is proved in the give scientific paper. The advantages of silica fume using for concretes are presented. The mathematical modeling is used for the fine-grained concrete high-quality compositions’ development. The effectiveness of silica fume has been proved by the studies. The increase in the strength characteristics of concrete with the addition of silica fume is explained by the active pozzolan reaction, which starts when the concrete mix is ​​mixed with water.


2019 ◽  
Vol 828 ◽  
pp. 24-30
Author(s):  
Maria Badalyan ◽  
Grigor Arakelyan ◽  
Amalya Karapetyan

The article is devoted to the topical problem - to increase seismic resistance of erected buildings in the Republic of Armenia. Armenia is rich in volcanic rocks of glassy structure, which possess sufficient excess free energy of particles of matter and this energy can be regarded as a work stock that they can accomplish, i.e. can be regarded as kinetic energy. One of the most active rocks in the republic is the lithoid pumice of the Jrauber-Lusavan deposit, a spongy material of an acidic composition, the amorphous phase of which reaches up to 98%. We studied this rock for obtaining lightweight structural concrete using energy-saving technology. The amorphous structure of pumice gives the possibility of expensive Portland cement to be replaced in part by a cheaper bonded binder - a fine-grained mixture of quicklime and aluminosilicate rock. Due to the non-stable state of volcanic pumice, which possesses chemical activity, i.e. property to interact with lime, the composition of lightweight concrete, which can be used for the manufacture of blocks, reinforced concrete structures. In studies to regulate and give concrete the necessary properties, a plasticizing additive of the firm Sika Visco Crete 510P and a mineral additive - microsilica were used. Lightweight concrete cement was obtained, where the compressive strength increased to 43.17 MPa in 28-day increments, and 4.1 MPa in the case of bending: and with partial replacement of Portland cement with lime, the strength naturally decreased, because lime is slowly gaining strength, but for a long time, and the strength to break has increased to 4.6 MPa, which is explained by the structure of the neoplasms.


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