SU1262003A1 - Method of determining the quantity of unfrozen water in salinated frozen soil - Google Patents
Method of determining the quantity of unfrozen water in salinated frozen soil Download PDFInfo
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- SU1262003A1 SU1262003A1 SU833582587A SU3582587A SU1262003A1 SU 1262003 A1 SU1262003 A1 SU 1262003A1 SU 833582587 A SU833582587 A SU 833582587A SU 3582587 A SU3582587 A SU 3582587A SU 1262003 A1 SU1262003 A1 SU 1262003A1
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- USSR - Soviet Union
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- determining
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- amount
- concentration
- unfrozen water
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- Investigating Or Analyzing Materials Using Thermal Means (AREA)
Abstract
СПОСОБ ОПРЕДЕЛЕНИЯ КОЛИЧЕСТВА НЕЗАМЕРЗШЕЙ ВОДЫ В ЗАСОЛЕННЫХ МЕРЗЛЫХ ГРУНТАХ, включающий определение концентрации порового раствора и засоленности грунта с последующим определением количества незамерзающей воды в нем по температуре замерзани раствора, отличающийс тем, что, с целью повышенн точности и снижени трудоемкости определений , образец мерзлого грунта предварительно оттаивают, выдел ют из него поровый раствор и измен ют его концентрацию, а количество незамерзшей водыопредел ют по формуле 2METHOD FOR DETERMINING THE AMOUNT OF NON-FROZEN WATER IN POTATED PERFECT SOILS, including determining the concentration of pore solution and salinity of the soil, followed by determining the amount of unfrozen water in it, according to the freezing temperature of the solution, characterized by the fact that, in order to increase the amount of freezing materials, the freeze rates of the freezing temperatures of the solution are different in order to improve the accuracy and reduce the complexity of frost deposits. , a pore solution is extracted from it and its concentration is changed, and the amount of unfrozen water is determined by the formula 2
Description
Изобретение относитс к области строительства на мерзлых грунтах, а именно к определению несущей способности оснований. Целью изобретени вл етс повьш пие точности и снижение трудоемкост определений. На чертеже дан график зависимост температуры замерзани t выт жки раствора солей из естественного гру та от его концентрации К , котора графически отражает равновесное сос ние льда и раствора в порах грунта дл одного генезиса солей. Способ осуществл етс следующим образом. Из монолита мерзлого грунта путе оттаивани и свободного отекани порового раствора получают выт жку раствора солей и определ ют его концентрацию, например, с помощью солемера,а затем готов т, например, 4-5 образцов раствора меньшей конце трации и дл каждого определ ют температуру, замерзани , путем измерени через равные промежутки времени , например 5 мин, температуры раствора по мере его охлаждени до получени 3-5 одинаковых показаний, что соответствует температуре замсрзани раствора. Затем стро т графическую зависимость: температура замерзани t - концентраци раствора К i по которой определ ют концентрацию порового раствора К при любой заданной температуре грунта, а количество незамерзшей воды наход т по формуле 211 - К) К где W ц.ь количество незамерзшей воды, %; засоленность грунта, %; концентраци порового, раствора, доли ед.The invention relates to the field of construction on frozen soils, namely to the determination of the bearing capacity of bases. The purpose of the invention is to increase accuracy and reduce the complexity of the definitions. The drawing shows a plot of the freezing temperature t of extracting the salt solution from the natural bottom from its concentration K, which graphically reflects the equilibrium of ice and solution in the pores of the soil for a single salt genesis. The method is carried out as follows. From the monolith of the frozen soil, by thawing and free ejection of the pore solution, the salt solution is extracted and its concentration is determined, for example, with a salinometer, and then 4-5 samples of the lower concentration solution are prepared and for each the temperature is determined. freezing, by measuring at equal intervals of time, for example 5 minutes, the temperature of the solution as it cools to obtain 3-5 identical readings, which corresponds to the freezing temperature of the solution. Then, a graphical dependence is constructed: the freezing temperature t is the concentration of the solution K i by which the concentration of the pore solution K is determined at any given soil temperature, and the amount of unfrozen water is found by the formula 211 - K) K where W is the amount of unfrozen water %; soil salinity,%; concentration of pore solution, the proportion of units
Claims (1)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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SU833582587A SU1262003A1 (en) | 1983-04-16 | 1983-04-16 | Method of determining the quantity of unfrozen water in salinated frozen soil |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
SU833582587A SU1262003A1 (en) | 1983-04-16 | 1983-04-16 | Method of determining the quantity of unfrozen water in salinated frozen soil |
Publications (1)
Publication Number | Publication Date |
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SU1262003A1 true SU1262003A1 (en) | 1986-10-07 |
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Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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SU833582587A SU1262003A1 (en) | 1983-04-16 | 1983-04-16 | Method of determining the quantity of unfrozen water in salinated frozen soil |
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SU (1) | SU1262003A1 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN117990889A (en) * | 2024-04-03 | 2024-05-07 | 西南石油大学 | Method for determining unfrozen water content of unsaturated soil |
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1983
- 1983-04-16 SU SU833582587A patent/SU1262003A1/en active
Non-Patent Citations (1)
Title |
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Криогенные процессы в почвах и горных породах. Сборник. М.: Наука, 1965, с.154. Авторское свидетельство СССР № 855462, кл. G 01 N 25/00, 1981. * |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN117990889A (en) * | 2024-04-03 | 2024-05-07 | 西南石油大学 | Method for determining unfrozen water content of unsaturated soil |
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