SU655774A1 - Method of consolidating soil - Google Patents
Method of consolidating soilInfo
- Publication number
- SU655774A1 SU655774A1 SU772523620A SU2523620A SU655774A1 SU 655774 A1 SU655774 A1 SU 655774A1 SU 772523620 A SU772523620 A SU 772523620A SU 2523620 A SU2523620 A SU 2523620A SU 655774 A1 SU655774 A1 SU 655774A1
- Authority
- SU
- USSR - Soviet Union
- Prior art keywords
- soil
- bitumen
- certificate
- ussr author
- water resistance
- Prior art date
Links
Landscapes
- Soil Conditioners And Soil-Stabilizing Materials (AREA)
- Curing Cements, Concrete, And Artificial Stone (AREA)
Description
стки масел, имеющего в своей основе активную часть - органический катион. Ввиду того, что поверхность бопъшинства грунтовых частиц эар жена отрицательно, в каче стве поверхностно-активных веществ эффек тивно применение органических катионов. Кроме того, большие органические катионы способны в поглсадакмцем комплексе аамещать ион натри , тем самым улучша строительные свойства грунтов. В лабораторных услови х образцы из закрепленного предлагаемым способом грунта были исследованы на водоустойчивость , прочность при температуре 4- 50 С. 6 744 Полученные величины водопрочности материала в 2-4 раза превышают водопрочность образцов грунтов, укрепленных известным способом. Расход битума при этом снижаетс в 1,5-4 раза. Кроме того, применение предлагаемого способа укреплени позвол ет использовать дл этой цели грунты с засолением до 6% при содержании сернокислых и углекислых солей натри до 3,0-3,5%, т.е. укрепл ть грунты с засолением вьпие допустимого техническим документом (СН 25-74). Физико-механические показатели указанных засоленных грунтов псжазаны в таблицеThe stacks of oils, which are based on the active part - the organic cation. In view of the fact that the surface of the soil soil particles is negative, the use of organic cations is effective as a surfactant. In addition, large organic cations are capable of producing sodium ion in the absorptive complex, thereby improving the construction properties of the soil. Under laboratory conditions, samples from the soil fastened by the proposed method were tested for water resistance and strength at a temperature of 4-50 C. 6,744 The obtained values of the water content of the material are 2-4 times higher than the water resistance of soil samples that were fortified in a known manner. The consumption of bitumen decreases by a factor of 1.5-4. In addition, the application of the proposed method of strengthening allows the use of soils for this purpose with salinity up to 6% with a content of sodium sulphate and carbonate salts up to 3.0-3.5%, i.e. reinforce soils with salinization beyond a permissible technical document (CH 25-74). Physical and mechanical properties of the above saline soils are indicated in the table.
Claims (1)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| SU772523620A SU655774A1 (en) | 1977-09-13 | 1977-09-13 | Method of consolidating soil |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| SU772523620A SU655774A1 (en) | 1977-09-13 | 1977-09-13 | Method of consolidating soil |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| SU655774A1 true SU655774A1 (en) | 1979-04-05 |
Family
ID=20724593
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| SU772523620A SU655774A1 (en) | 1977-09-13 | 1977-09-13 | Method of consolidating soil |
Country Status (1)
| Country | Link |
|---|---|
| SU (1) | SU655774A1 (en) |
-
1977
- 1977-09-13 SU SU772523620A patent/SU655774A1/en active
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