Principles of Geotechnical Engineering ...9th EditionDas Publisher: CengageISBN: 9781337516877
Principles of Geotechnical Engineering ...
Solutions for Principles of Geotechnical Engineering (MindTap Course List)
Problem 2.1P:
For a gravel with D60 = 0.48 mm, D30 = 0.25 mm, and D10 = 0.11 mm, calculate the uniformity...Problem 2.4P:
The following are the results of a sieve analysis. a. Determine the percent finer than each sieve...Problem 2.5P:
Repeat Problem 2.4 with the following data. 2.4 The following are the results of a sieve analysis....Problem 2.6P:
Repeat Problem 2.4 with the following data. 2.4 The following are the results of a sieve analysis....Problem 2.7P:
Repeat Problem 2.4 with the following data. 2.4 The following are the results of a sieve analysis....Problem 2.8P:
The following are the results of a sieve and hydrometer analysis. a. Draw the grain-size...Problem 2.9P:
Repeat Problem 2.8 using the following data. 2.8 The following are the results of a sieve and...Problem 2.10P:
Repeat Problem 2.8 using the following data. 2.8 The following are the results of a sieve and...Problem 2.11P:
The grain-size characteristics of a soil are given in the following table. a. Draw the grain-size...Problem 2.12P:
Repeat Problem 2.11 with the following data. 2.11 The grain-size characteristics of a soil are given...Problem 2.13P:
Repeat Problem 2.11 with the following data. 2.11 The grain-size characteristics of a soil are given...Problem 2.14P:
A hydrometer test has the following result: Gs = 2.65, temperature of water = 26 C, and L = 10.4 cm...Problem 2.15P:
Repeat Problem 2.14 with the following values: Gs = 2.75, temperature of water = 21C, t = 88 min,...Browse All Chapters of This Textbook
Chapter 2 - Origin Of Soil And Grain SizeChapter 3 - Weight–volume RelationshipsChapter 4 - Plasticity And Structure Of SoilChapter 5 - Classification Of SoilChapter 6 - Soil CompactionChapter 7 - PermeabilityChapter 8 - SeepageChapter 9 - In Situ StressesChapter 10 - Stresses In A Soil MassChapter 11 - Compressibility Of Soil
Book Details
Readers gain a valuable overview of soil properties and mechanics together with coverage of field practices and basic engineering procedures with Das and Sobhan’s PRINCIPLES OF GEOTECHNICAL ENGINEERING, 9E. This introduction to geotechnical engineering fo
Sample Solutions for this Textbook
We offer sample solutions for Principles of Geotechnical Engineering (MindTap Course List) homework problems. See examples below:
Chapter 2, Problem 2.1PChapter 2, Problem 2.1CTPExpress the formula for saturated unit weight (γsat) as follows. γsat=(Gs+e)γw1+e (1) Here, Gs is...Given information: The diameter of the cylindrical mold (d) is 4 in.. The height of the cylindrical...Given information: The volume (V) of the soil is 0.1 ft3. The moist mass (W) of the soil is 12.5 lb....Given information: The diameter of the sample (d) is 1.375 in.. The length of the sampler (L) is 18...Chapter 4, Problem 4.1PChapter 4, Problem 4.1CTPCalculation: Consider soil A: Refer Figure (5.1) “U.S. Department of agriculture textural...
Calculation: For soil 1: The plasticity index (PI) is 21. Determine the coarse fraction. Coarse...Given information: The maximum dry unit weight of the soil γd is 16.8 kN/m3. The optimum moisture...Chapter 6, Problem 6.1CTPGiven information: The hydraulic conductivity of the permeable soil layer k is 6×10−3 cm/sec. The...Given information: The length of the soil sample L is 400 mm. The area of the sample A is 7,854 mm2....Given information: The length of each soil layer (H1, H2, H3) is 200 mm. The total length of the...Given information: The hydraulic conductivity of the permeable soil layer k is 4×10−4 cm/sec. The...Given information: The hydraulic conductivity of the permeable soil layer k is 0.002 cm/sec. The...Given information: The thickness H1 of soil layer 1 is 7 ft. The thickness H2 of soil layer 2 is 12...Given information: The thickness H1 of soil layer 1 is 5 m. The thickness H2 of soil layer 2 is 8 m....Given information: The normal stress along x axis (σx) is 172 kN/m2. The normal stress along y axis...Chapter 10, Problem 10.17PChapter 10, Problem 10.2CTPGiven information: The vertical column load (P) is 600 kN. The length of the foundation (L) is 2 m....Given information: The foundation load (P) is 478 kN. The length of the foundation (L) is 2.5 m. The...Given information: The thickness of fill material (t) is 1.75 m. The compacted unit weight of fill...Given information: The diameter (d) of specimen is 71 mm. The height (h) of specimen is 25 mm. Shear...Given information: The diameter (d) of clay sample is 63.5 mm. The height (h) of the clay sample is...Given information: Specimen I: The chamber pressure σ3 is 70 kN/m2. The deviator stress is (σ1−σ3)f...Given information: The height (H) of the retaining wall is 7.5 m. The soil friction angle ϕ′ is 31°....Given information: The height (H) of the retaining wall is 8.0 m. The depth H1 of sand is 3.0 m. The...Given information: The height (H) of the retaining wall is 12 m. The depth H1 of sand is 4.0 m. The...Given information: The height (H) of the retaining wall is 6.0 m. The soil friction angle ϕ′ is 40°....Given information: The magnitude of surcharge loading (q) is 95 kN/m2. The unit weight γ of the...Given information: The slope rise at an angle β with the horizontal line is 19°. The unit weight γ...Given information: The slope with an inclination β is 55°. The unit weight γ of the soil is 121...Given information: The height (H) of the slope is 30 m. The inclination β of a slope (3:1 slope) is...Chapter 16, Problem 16.1PChapter 16, Problem 16.19PChapter 16, Problem 16.1CTPGiven information: The outside diameter (Do) for sample 1 is 50.8 mm. The outside diameter (Do) for...Given information: The atmospheric pressure is (pa) 100 kN/m2. Assume the grain size (D50) 0.46 mm....
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