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Principles of Geotechnical Engineering ...9th EditionBraja M. Das, Khaled Sobhan Publisher: Cengage LearningISBN: 9781305970939
Principles of Geotechnical Engineering ...
Solutions for Principles of Geotechnical Engineering (MindTap Course List)
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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
Sample Solutions for this Textbook
We offer sample solutions for Principles of Geotechnical Engineering (MindTap Course List) homework problems. See examples below:
Given information: The diameter of the particle corresponding to 60% finer (D60) is 0.48 mm. The...Express the formula for saturated unit weight (γsat) as follows. γsat=(Gs+e)γw1+e (1) Here, Gs is...Given information: The plastic limit of value of first trial PL1 is 17.2 %. The plastic limit of...Calculation: Consider soil A: Refer Figure (5.1) “U.S. Department of agriculture textural...Given information: The maximum dry unit weight of the soil γd is 16.8 kN/m3. The optimum moisture...Given information: The hydraulic conductivity of the permeable soil layer k is 6×10−3 cm/sec. The...Given information: The hydraulic conductivity of the permeable soil layer k is 4×10−4 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 normal stress along x axis (σx) is 172 kN/m2. The normal stress along y axis...
Given information: The vertical column load (P) is 600 kN. The length of the foundation (L) is 2 m....Given information: The diameter (d) of specimen is 71 mm. The height (h) of specimen is 25 mm. Shear...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 6.0 m. The soil friction angle ϕ′ is 40°....Given information: The slope rise at an angle β with the horizontal line is 19°. The unit weight γ...Given information: The unit weight of the soil γ is 19 kN/m3. The value of cohesion c′ is 31 kN/m2....Given information: The outside diameter (Do) for sample 1 is 50.8 mm. The outside diameter (Do) for...
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EBK PRINCIPLES OF GEOTECHNICAL ENGINEER
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