LL3546PL20 29Cu7a.) Classify Soil A usingAASHTO methodb.) Classify Soil B usingUSCS method 1. From the given data, shows asieve analysis of soil samples Aand BSIEVE PERCENTNO. PASSINGSOIL SOILA B4100 1008.97 901092 772087 594053 5160424110026 352001733

The soil classification system helps in determining basic index properties like particle size…

Answered: LL 35 46 PL 20 29 Cu 7 5 a.) Classify…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Define the criteria to achieve maximum soil compaction
Write each criterion that is satisfied for each classification. For the given data of soil A and B, DETERMINE THE FF AND SHOW COMPLETE SOLUTION. 1. Classify soil A using AASHTO method. 2. Classify soil B using USCS method. SIZE (MM) A B 4.75 100 100 2.36 97 100 2.00 92 98 0.850 87 92 0.425 59 88 0.180 42 79 0.150 26 70.1 0.075 20 61 No. 40 Fraction Characteristics LL 32 46 PL 20 24
What is the upper size limit and lower size limit of gravel soil?
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Write down the differences between disturbed and undisturbed soil sample..?
Classify: A soil characterized by the following description: “78 % fine to coarse, hard, subrounded to subangular gravel; 16 % fine to coarse, hard, subrounded to subangular sand; Cu = 3.0, 6 % silty (estimated fines); moist, brown; no reaction with HCL; original field sample had 7 % hard, subrounded cobbles and 2 % hard, subrounded boulders with a maximum dimension of 18 in.
-In this site, SPT test has been used to calculate the properties of soil layers. Mention two other methods that could be used to calculate soil properties and explore two advantages for each method.
CLASSIFY ACCORDING TO a.) USCS b.) ASSHTO SOIL CLASSIFICATION SYSTEM
The soil profile at a site has been investigated and the typical soil profile in the 100 feet has been determined to be: Depth Shear Wave Soil Description "N" PI (feet) Velocity 0- 30 Clay 85 30 - 50 Silty Sand 35 50 - 100 Sand and Gravel 50 What is the soil profile type according to 1997 UBC. Format of answer: Sx Sb O Sa O sd O Se O Sc OSf asap please!!! thank you o o
I need the answer as soon as possible
Define Compaction tests
The Grain size analyses results are given in Figure 1 for Soils A and B. Answer the following questions: i) The uniformity coefficient, Cu (= D60/D10) for Soil A is...... ii) Soil B is classified as..... ...... grained soil. iii) If liquid limit (LL) and plastic limit (PL) values of Soil A are given as 65 % and 35%, then the soil is classified as ............... by using plasticity chart provided below.

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LL 35 46 PL 20 29 Cu 7 5 a.) Classify Soil A using AASHTO method b.) Classify Soil B using USCS method