Q- The nature of the soil and its engineeringproperties and moisture content andgroundwater movement and lateral loadbeside the excavation(static, moving orvibratory) are the most important factorsforNon of them.Excavation types. OGroundwater discharge methods.Open cut. O

The above mentioned properties are are important factors for ground discharge methods, where the…

Answered: Q- The nature of the soil and its…

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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The company that you are working for is currently in the planning stage of road construction in an area. As the engineer in the company, you have been tasked to plan the earthwork for the project. Based on the site investigation activity, you found that the main road for the transportation of the earth is a public road that is heavily used by the residents in the area, especially during peak hours. Apart from that, the fastest access to the site also involved a small culvert with a height clearance of 4 meters. Through further ground exploration, you found that the earth in the area is mainly common earth (loam). A) Discuss the possible constraint(s) that the company may face during the earthwork and the possible solution(s) to minimize the constraint(s).
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Please explain step by step. Thank you. -> Find the preconsolidation pressure for curve below -> Find Compression Index, (Cc) and Swell Index (Cs) for curve with initial void ratio assumed at = 0.8 -> Find total settlement -> Can 50% Consolidation be achieved in 6 months if total surcharge applied is 2400 psf? CONSOLIDATION TEST - ASTM D2435 Boring / Sample No. B-10 / R-4 Depth: 7.5' - 9' Date 03-18-19 1.00 0.9975 0.9950 0.99 - Natural o Submerged 0.98 0.97 0.96 0.9504 0.95 0.94 0.93 0.92 B0.91 .9089 0.90 I0.89 Silty Clay Dry Density: 81.3 pcf Initial Water Content: 15.1 % Final Water Content: 24.7 % H,O @ 400 PSF 0.88 0.87 0.86 0.8532 0.85 0.84 0.83 08341 0.82 0,8232 0.8136 0.8091 0.81 0.80 100 1000 10000 100000 Vertical Pressure (psf) Sample Height (inches)
Discuss, evaluate and propose a suitable excavation and lateral support system(s) (ELS) for the basement construction.

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Q- The nature of the soil and its engineering properties and moisture content and groundwater movement and lateral load beside the excavation(static, moving or vibratory) are the most important factors for Non of them. Excavation types. O Groundwater discharge methods. Open cut. O