The tests were completed on progres

The tests were completed on progressively denser soil samples. The undrained shear strength for a dry compacted soil specimen may range to over 50 psi. The first two tests had values of 45.9 psi ad 42.35psi. While the third value is 55.39 psi, due partial saturation of the sample, the results may not be valid. The angle of failure was approximately 36.5º. Had the third sample not been contaminated, it would be expected that it would have an angle of failure near this value as well, instead had a slightly higher value
of 40º. The modulus of elasticity was showing signs of steadily increasing with an increase in sample density,

เราทำการทดสอบภายใต้

ผลลัพธ์ (อังกฤษ) 1:

The tests were completed on progressively denser soil samples. The undrained shear strength for a dry compacted soil specimen may range to over 50 psi. The first two tests had values of 45.9 psi ad 42.35psi. While the third value is 55.39 psi, due partial saturation of the sample, the results may not be valid. The angle of failure was approximately 36.5º. Had the third sample not been contaminated, it would be expected that it would have an angle of failure near this value as well, instead had a slightly higher value of 40º. The modulus of elasticity was showing signs of steadily increasing with an increase in sample density,We perform tests under

ผลลัพธ์ (อังกฤษ) 2:

The tests were completed on progressively denser soil samples. The undrained shear strength for a dry compacted soil specimen may range to over 50 psi. The first two tests had values of 45.9 psi ad 42.35psi. While the third value is 55.39 psi, due partial. saturation of the sample, the results may not be valid. The angle of failure was approximately 36.5º. Had the third sample not been contaminated, it would be expected that it would have an angle of failure near this value as well, instead had a. Higher slightly VALUE
of 40º. The modulus of elasticity was showing Signs of increasing steadily with an increase in sample density,

our test subject.

ผลลัพธ์ (อังกฤษ) 3:

The tests were completed on progressively denser soil samples. The undrained shear strength for a dry compacted soil specimen. May range to over 50 psi. The first two tests had values of 45.9 psi ad 42.35psi. While the third value is, 55.39 psi due. Partial saturation of the sample the results, may not be valid. The angle of failure was approximately 36.5 º. Had the third. Sample not been contaminated it would, be expected that it would have an angle of failure near this value, as well instead. Had a slightly higher value.Of 40 º. The modulus of elasticity was showing signs of steadily increasing with an increase in, sample densityWe tested under.