Effect of biostimulated MICP treatment on unconfined compressive strength and split tensile strength of the expansive soil. The reduction in swelling pressure is attributable to the pozzolanic reaction of the bottom ash content. application of MICP to sand-kaolin mixture and investigated the pore-clogging and compressibility effect due to biocementation45. The effect of calcite content on UCS and STS very close; here it can be concluded that with the increase in calcite content, the value of UCS and STS increased.
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The specimen for each sample combination were prepared by maintaining the length and diameter ratio 2. gov means it’s official. The quantification of the chemical alternation in expansive soil after different mellowing periods has been investigated by carrying out pH, electrical conductivity, and calcite content tests. A. A very strong relationship between the calcite content and mechanical property is observed. Il a cependant été constaté qu’il y a des différences en ce qui concerne leur durabilité.
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The use of native bacteria for biocementation is known as biostimulation method of MICP31. After the 30th freezethaw cycle, some specimens presented less mass variation than the samples after the 6th freezethaw cycle. The vertical displacements and deformation load were recorded using LVDT of 25 mm and an S-type load cell of 2. The statistical assessment using multivariate analysis and hierarchical clustering dendrogram shows the similar effect of the MICP treatment protocol on different soil. 5. The CWAC values in the lime and limepozzolan mortars obtained by Veiga et al.
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Finally, he said
Federal government websites often end in . Chakraborty et al. In all, the treatment period has shown similar effects irrespective of the soil type.
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These data agree with those obtained by other authors who confirmed in MK/lime pastes with a higher concentration of hydroxides (high alkalinity) that geopolymeric gel predominated over pozzolanic products, which became secondary products [37,38]. Relation between compressive strength (RC) and the capillary water absorption look at here now (CWAC). Tashima wishes to thank the Spanish Ministry of Universities and the Universitat Politcnica de Valncia for the grant Mara Zambrano for attraction of international talent, funded by European UnionNext Generation. The present paper discusses an experimental procedure realized in order to design hydraulic lime based grouts adequate for the strengthening of stone masonry historic structures. Sikha studied the suitability of MICP method to improve the expansive soil and investigated the effect by conducting Atterberg’s consistency limit, unconfined compressive strength (UCS), and consolidation tests44.
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Compressive strength was less affected, and all the loss percentages were below 50%. 5% for the swell strain. , prepared figures by N. , J.
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MICP is the multidisciplinary, well-recognized, potentially sound, environmentally friendly, and Read Full Article method for strength enhancement of soil. The effect of the alternative silica source on geopolymeric systems has been reported in the Going Here 39,95 €Price includes VAT (Pakistan)Rent this article via DeepDyve. Various industrial waste and traditional materials such as lime, bottom ash, fly ash, pond ash, biochar, silica fume cement are majorly used to stabilize the expansive soil16,17,18,19,20.
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8 and 3. ; funding acquisition, J. Mechanical properties after freezethaw cycles: (a) percentage of loss in flexural strength; (b) percentage of loss in compressive strength. Specimens were measured after the 6th and 30th freezethaw cycles to make comparisons to the initial values (0 cycles). La sélection des coulis les plus adéquats a été effectuée sur la base d’un groupe de critères concernant l’injectabilité, ainsi que des propriétés mécaniques et de durabilité. 1617/s11527-009-9572-1Instant access to the full article PDF.
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5 MPa after 90 curing days. Similarly, to understand the change in the chemical bond during the treatment process, ATR-FTIR analysis has been carried out on KBr pellet specimens. M. Past studies (Burbank et al. M. Thereafter to hydrolyze urea, the prepared soil mix has been again kept in an environmental chamber at 27 ± 2 °C temperature and 65 ± 5% humidity for a different period of time (1, 2, 3, and 4 days).
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Correspondence to
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