Swelling Pressure Results For Soil Samples S1 S2 And S3 Download Download scientific diagram | swelling pressure results for soil samples s1, s2 and s3. from publication: data based model development on swelling characteristics of expansive earth material from. Download full text pdf read full text. swelling pressure results for soil samples s1, s2 and s3. and % swell and k vs activity to estimate x and y for soil samples s1, s2 and s3.
Swelling Pressure Test Results For Soil 1 And Soil 2 Download Ta Furthermore, time taken to attain the swell pressure is highest in s1 and lowest in s3. however, at initial stage, s3 gives a higher rate of pressure increment than that of s2 sample. download : download high res image (92kb) download : download full size image; fig. 4. swelling pressure results for soil samples s1, s2 and s3. Download scientific diagram | compaction test results for soil samples s1, s2 and s3. from publication: data based model development on swelling characteristics of expansive earth material from. Results of free swell and swelling pressure tests are shown in tables 3 and 4. samples of s1 and s2 were compacted according to different compaction efforts in order to see the effects of compaction energy on swelling behavior, but samples of s3, s4 and s5 were only compacted according to modified compaction effort. It is assumed that the interaction force is an average force and unchanging during the swelling process. the areas of s1, s2, s3 and s4 are the same in fig. 2 b. therefore, the sum of s2, s3 and s5 is equal to the sum of s1, s4 and s5, which represents the total repulsive energy of the double layer.
Swelling Pressure Results For Soil Samples S1 S2 And S3 Download Results of free swell and swelling pressure tests are shown in tables 3 and 4. samples of s1 and s2 were compacted according to different compaction efforts in order to see the effects of compaction energy on swelling behavior, but samples of s3, s4 and s5 were only compacted according to modified compaction effort. It is assumed that the interaction force is an average force and unchanging during the swelling process. the areas of s1, s2, s3 and s4 are the same in fig. 2 b. therefore, the sum of s2, s3 and s5 is equal to the sum of s1, s4 and s5, which represents the total repulsive energy of the double layer. The s1 and s3 specimens are characterized by similar equilibrium water content after first desalinization cycle though they possess different water contents prior to osmotic swelling. fig. 11 osmotic soil–water characteristic curves of saturated saline s1 and s3 specimens during desalinization paths at a vertical pressure of 200 kpa. Swelling for s2 soil sample model at point a beneath square footing. figure 17. effect of geocell stiffness on the swelling for s2 soil sample model at average two points b and c beneath square footing. 0 2 4 6 8 10 12 14 16 18 10 100 1000 time (hrs) measured swell (mm) point a for s2 soil sample model with geocell (g1f2).
Table 1 From Prediction Of Swelling Pressure Of Expansive Soils Using The s1 and s3 specimens are characterized by similar equilibrium water content after first desalinization cycle though they possess different water contents prior to osmotic swelling. fig. 11 osmotic soil–water characteristic curves of saturated saline s1 and s3 specimens during desalinization paths at a vertical pressure of 200 kpa. Swelling for s2 soil sample model at point a beneath square footing. figure 17. effect of geocell stiffness on the swelling for s2 soil sample model at average two points b and c beneath square footing. 0 2 4 6 8 10 12 14 16 18 10 100 1000 time (hrs) measured swell (mm) point a for s2 soil sample model with geocell (g1f2).
The Swelling Pressure Tests And Analysis Results Of The Soils Used
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