How is this possible that the improvement of poor soils may possibly be accomplished by using a surcharge program? Explain.
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A: solved
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How is this possible that the improvement of poor soils may possibly be accomplished by using a surcharge program? Explain.
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- How does the Surcharges help in improve the strength of weak soils?What is the importance of the discount rate in soil management decisions?A proposed earth embankment requires 60,000 cubic meters of soil. The soil will be compacted to a void ratio of 0.85. Two borrow pits designated as A and B are available near the site. The void ratio of the soil in each pit and the estimated cost per cubic meter for moving the soil to the site are as shown below. Pit Void Ratio Cost ($/m3) A 1.10 5.00 B 1.80 3.70 Which will have the lowest cost to move and be the most economical to use?
- A property developer wants to build a subdivision consisting of 500 residences, a shopping mall, and five office buildings near your institute. Assume that the total area is 50 hectares. The developer hires you to conduct a soils investigation as part of the due diligence process. Describe how you would conduct this investigation.How the D'Appolonia et al. (1968) settlement method was evolved ? What modification were done in the previous methods ?What is the partial utilization?
- A property developer wants to build a subdivision consisting of 500 residences, a shopping mall, and five office buildings near your college. Assume that the total area is 50 hectares. The developer hires you to conduct a soils investigation as part of the due diligence process. Describe how you would conduct this investigationCan you please redo this problem using the eqaution more clear and how you got those numbersDefine Skempton's Analysis for Cohesive soils? Explain why it is used ?
- underwhat condition would you preferborrowing new materials from a borrow pit for highwayembankmentWhat are the standard methods or procedures for evaluating the quality achieved or degree of success in compacted earth fill projects?Define general elastic solution equation under D' Appolonia et al. (1970) settlement method ?