Results 81 to 90 of about 97,295 (251)

Effect of Time Period between Mixing and Application of Cement Mortar on Compressive Strength

open access: yesJournal of Engineering and Sustainable Development, 2013
This paper investigates the effects of time period between mixing and application of cement mortar on compressive strength. Two groups with a total of (135) cubes were cast and tested at 28 days age.
Ahmed Redha Saleem
doaj  

Numerical analysis of debonding behavior of FRP sheets bonded to concrete focusing on mortar skin

open access: yesStructural Concrete, EarlyView.
Abstract This paper proposes a novel simple method for finite element analysis (FEA) to simulate the debonding behavior of fiber‐reinforced polymer (FRP) sheets bonded to concrete. This study focuses on the mortar skin of the concrete surface layer, which fails during FRP sheet debonding.
Mitsuhiko Ozaki, Yasuhiko Sato
wiley   +1 more source

Study on Mechanics-Based Cracking Resistance of Semiflexible Pavement Materials

open access: yesAdvances in Materials Science and Engineering, 2018
Semiflexible mixture is a composite paving material combining the advantages of both asphalt and cement concrete materials. It consists of matrix asphalt skeleton and cement mortar.
Duanyi Wang   +4 more
doaj   +1 more source

Petrography of Potentially Alkali Reactive Sandstone from Argentina [PDF]

open access: yes, 2012
Petrographic characteristics of sandstone from the Province of Corrientes, Argentina, were studied. The rock has been classified as potentially alkali reactive in previous work using the accelerated mortar bar test method (ASTM C 1260).
Batic, Oscar R.   +2 more
core  

Pre‐failure behavior of continuous post‐tensioned and post‐grouted beam in case of tendon failure

open access: yesStructural Concrete, EarlyView.
Abstract Grouted tendons are a common solution for long‐span bridge structures. The grout provides bond and corrosion protection for prestressing steel. However, if the grouting is defective, corrosion of the prestressing steel may initiate and eventually lead to tendon failure.
Olli Asp   +2 more
wiley   +1 more source

Kuat Tekan dan Perubahan Berat Mortar Abu Sekam Padi (Rice Husk Ash) di Lingkungan Air Gambut [PDF]

open access: yes, 2017
Peat water potentially damage and attack calcium, reduce the strength and accelerate corrosion of mortar and caused significant degradation in the long term.
Ednor, M. '. (Meirisa)   +2 more
core  

Enhancing durability of steam‐cured precast concrete culverts using SCMs: A comparative study with delithiated beta spodumene

open access: yesStructural Concrete, EarlyView.
Abstract Steam curing is commonly used to manufacture precast culverts to accelerate early strength development. This study investigates the effect of supplementary cementitious materials (SCMs) on the permeability properties of steam‐cured precast concrete culverts.
Saugat Humagain   +3 more
wiley   +1 more source

Research on the Mechanical Properties and NMR Characteristics of Cement Mortar during Freeze-Thaw Cycles

open access: yesAdvances in Civil Engineering, 2019
Low-field nuclear magnetic resonance (NMR) technology has the characteristics of nondestructive, rapid, and accurate. In the present paper, the mechanical properties and the size and distribution of pores of cement mortar during freeze-thaw cycles were ...
Taoying Liu   +4 more
doaj   +1 more source

Curing of Cement-Lime Mortars

open access: yes, 1970
Masonry mortars are assessed on the basis of tests on specimens prepared and cured in the laboratory. Curing procedures differ depending on the relative amounts of cement and lime in the mortar, and the relation between the end result and that attained in the field, where no concession is made for the composition of the mortar, is often questioned ...
openaire   +3 more sources

TRM‐to‐concrete interface bond without anchors: Combined experimental, analytical, and numerical modeling approach

open access: yesStructural Concrete, EarlyView.
Abstract Textile reinforced mortar (TRM) systems have emerged as an effective alternative to conventional FRP strengthening solutions due to their compatibility with concrete substrates and favorable performance under adverse environmental conditions.
Ömer Mercimek   +4 more
wiley   +1 more source

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