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Experience in grouting Bashkir soils with urea-formaldehyde resin

Korzhenko, L. I. / Mulyukov, É. I.

Conclusions 1. A 40% solution of M-60 urea-formaldehyde resin can be recommended for grouting sand and clay soils round a pile. 2. Control of the pH of the resin solution is an important condition for successful strengthening of the soil. 3. By chemical grouting of the soil round a pile, the load-bearing capacity can be increased in sandy soils by injecting the chemical reagent into the soil round the pile, or in clay soils by driving the pile in a polymer "jacket." 4. Further experiments should be aimed at studying the influence of the mineralogical composition of the soil on the results of strengthening.

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Experience in grouting Bashkir soils with urea-formaldehyde resin

Korzhenko, L. I. / Mulyukov, É. I.

Conclusions 1. A 40% solution of M-60 urea-formaldehyde resin can be recommended for grouting sand and clay soils round a pile. 2. Control of the pH of the resin solution is an important condition for successful strengthening of the soil. 3. By chemical grouting of the soil round a pile, the load-bearing capacity can be increased in sandy soils by injecting the chemical reagent into the soil round the pile, or in clay soils by driving the pile in a polymer "jacket." 4. Further experiments should be aimed at studying the influence of the mineralogical composition of the soil on the results of strengthening.

Experience in grouting Bashkir soils with urea-formaldehyde resin

Korzhenko, L. I. / Mulyukov, É. I.

Conclusions 1. A 40% solution of M-60 urea-formaldehyde resin can be recommended for grouting sand and clay soils round a pile. 2. Control of the pH of the resin solution is an important condition for successful strengthening of the soil. 3. By chemical grouting of the soil round a pile, the load-bearing capacity can be increased in sandy soils by injecting the chemical reagent into the soil round the pile, or in clay soils by driving the pile in a polymer "jacket." 4. Further experiments should be aimed at studying the influence of the mineralogical composition of the soil on the results of strengthening.

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Title:

Experience in grouting Bashkir soils with urea-formaldehyde resin

Contributors:

Korzhenko, L. I. (author) / Mulyukov, É. I. (author)

Published in:

Soil Mechanics and Foundation Engineering ; 6

Publication date:

1969

ISSN:

DOI:

https://doi.org/10.1007/BF01711039

Type of media:

Article (Journal)

Type of material:

Print

Language:

English

Keywords:

Sandy Soil , Clay , Civil Engineer , Chemical Reagent , Polymer

Classification:

Local classification TIB: 770/6545/8000
BKL: 56.20 Ingenieurgeologie, Bodenmechanik

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